rtf1adeflang1025ansiansicpg1252uc1adeff0deff0stshfdbch31505stshfloch31506stshfhich31506stshfbi0deflang16393deflangfe16393themelang16393themelangfe0themelangcs0fonttblf0fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanf34fbidi fromanfcharset0fprq2panose 02040503050406030204Cambria Math f37fbidi fswissfcharset0fprq2panose 020f0502020204030204Calibrif38fbidi fswissfcharset0fprq2panose 020b0502040204020203Segoe UIf39fbidi fswissfcharset0fprq2panose 020b0604030504040204Tahoma flomajorf31500fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanfdbmajorf31501fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman fhimajorf31502fbidi fromanfcharset0fprq2panose 02040503050406030204Cambriafbimajorf31503fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman flominorf31504fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanfdbminorf31505fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman fhiminorf31506fbidi fswissfcharset0fprq2panose 020f0502020204030204Calibrifbiminorf31507fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanf269fbidi fromanfcharset238fprq2 Times New Roman CE f270fbidi fromanfcharset204fprq2 Times New Roman Cyrf272fbidi fromanfcharset161fprq2 Times New Roman Greekf273fbidi fromanfcharset162fprq2 Times New Roman Turf274fbidi fromanfcharset177fprq2 Times New Roman

rtf1adeflang1025ansiansicpg1252uc1adeff0deff0stshfdbch31505stshfloch31506stshfhich31506stshfbi0deflang16393deflangfe16393themelang16393themelangfe0themelangcs0fonttblf0fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanf34fbidi fromanfcharset0fprq2panose 02040503050406030204Cambria Math
f37fbidi fswissfcharset0fprq2panose 020f0502020204030204Calibrif38fbidi fswissfcharset0fprq2panose 020b0502040204020203Segoe UIf39fbidi fswissfcharset0fprq2panose 020b0604030504040204Tahoma
flomajorf31500fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanfdbmajorf31501fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman
fhimajorf31502fbidi fromanfcharset0fprq2panose 02040503050406030204Cambriafbimajorf31503fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman
flominorf31504fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanfdbminorf31505fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Roman
fhiminorf31506fbidi fswissfcharset0fprq2panose 020f0502020204030204Calibrifbiminorf31507fbidi fromanfcharset0fprq2panose 02020603050405020304Times New Romanf269fbidi fromanfcharset238fprq2 Times New Roman CE
f270fbidi fromanfcharset204fprq2 Times New Roman Cyrf272fbidi fromanfcharset161fprq2 Times New Roman Greekf273fbidi fromanfcharset162fprq2 Times New Roman Turf274fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)
f275fbidi fromanfcharset178fprq2 Times New Roman (Arabic)f276fbidi fromanfcharset186fprq2 Times New Roman Balticf277fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)f609fbidi fromanfcharset238fprq2 Cambria Math CE
f610fbidi fromanfcharset204fprq2 Cambria Math Cyrf612fbidi fromanfcharset161fprq2 Cambria Math Greekf613fbidi fromanfcharset162fprq2 Cambria Math Turf616fbidi fromanfcharset186fprq2 Cambria Math Baltic
f617fbidi fromanfcharset163fprq2 Cambria Math (Vietnamese)f639fbidi fswissfcharset238fprq2 Calibri CEf640fbidi fswissfcharset204fprq2 Calibri Cyrf642fbidi fswissfcharset161fprq2 Calibri Greek
f643fbidi fswissfcharset162fprq2 Calibri Turf644fbidi fswissfcharset177fprq2 Calibri (Hebrew)f645fbidi fswissfcharset178fprq2 Calibri (Arabic)f646fbidi fswissfcharset186fprq2 Calibri Baltic
f647fbidi fswissfcharset163fprq2 Calibri (Vietnamese)f649fbidi fswissfcharset238fprq2 Segoe UI CEf650fbidi fswissfcharset204fprq2 Segoe UI Cyrf652fbidi fswissfcharset161fprq2 Segoe UI Greek
f653fbidi fswissfcharset162fprq2 Segoe UI Turf654fbidi fswissfcharset177fprq2 Segoe UI (Hebrew)f655fbidi fswissfcharset178fprq2 Segoe UI (Arabic)f656fbidi fswissfcharset186fprq2 Segoe UI Baltic
f657fbidi fswissfcharset163fprq2 Segoe UI (Vietnamese)f659fbidi fswissfcharset238fprq2 Tahoma CEf660fbidi fswissfcharset204fprq2 Tahoma Cyrf662fbidi fswissfcharset161fprq2 Tahoma Greek
f663fbidi fswissfcharset162fprq2 Tahoma Turf664fbidi fswissfcharset177fprq2 Tahoma (Hebrew)f665fbidi fswissfcharset178fprq2 Tahoma (Arabic)f666fbidi fswissfcharset186fprq2 Tahoma Baltic
f667fbidi fswissfcharset163fprq2 Tahoma (Vietnamese)f668fbidi fswissfcharset222fprq2 Tahoma (Thai)flomajorf31508fbidi fromanfcharset238fprq2 Times New Roman CEflomajorf31509fbidi fromanfcharset204fprq2 Times New Roman Cyr
flomajorf31511fbidi fromanfcharset161fprq2 Times New Roman Greekflomajorf31512fbidi fromanfcharset162fprq2 Times New Roman Turflomajorf31513fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)
flomajorf31514fbidi fromanfcharset178fprq2 Times New Roman (Arabic)flomajorf31515fbidi fromanfcharset186fprq2 Times New Roman Balticflomajorf31516fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)
fdbmajorf31518fbidi fromanfcharset238fprq2 Times New Roman CEfdbmajorf31519fbidi fromanfcharset204fprq2 Times New Roman Cyrfdbmajorf31521fbidi fromanfcharset161fprq2 Times New Roman Greek
fdbmajorf31522fbidi fromanfcharset162fprq2 Times New Roman Turfdbmajorf31523fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)fdbmajorf31524fbidi fromanfcharset178fprq2 Times New Roman (Arabic)
fdbmajorf31525fbidi fromanfcharset186fprq2 Times New Roman Balticfdbmajorf31526fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)fhimajorf31528fbidi fromanfcharset238fprq2 Cambria CE
fhimajorf31529fbidi fromanfcharset204fprq2 Cambria Cyrfhimajorf31531fbidi fromanfcharset161fprq2 Cambria Greekfhimajorf31532fbidi fromanfcharset162fprq2 Cambria Tur
fhimajorf31535fbidi fromanfcharset186fprq2 Cambria Balticfhimajorf31536fbidi fromanfcharset163fprq2 Cambria (Vietnamese)fbimajorf31538fbidi fromanfcharset238fprq2 Times New Roman CE
fbimajorf31539fbidi fromanfcharset204fprq2 Times New Roman Cyrfbimajorf31541fbidi fromanfcharset161fprq2 Times New Roman Greekfbimajorf31542fbidi fromanfcharset162fprq2 Times New Roman Tur
fbimajorf31543fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)fbimajorf31544fbidi fromanfcharset178fprq2 Times New Roman (Arabic)fbimajorf31545fbidi fromanfcharset186fprq2 Times New Roman Baltic
fbimajorf31546fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)flominorf31548fbidi fromanfcharset238fprq2 Times New Roman CEflominorf31549fbidi fromanfcharset204fprq2 Times New Roman Cyr
flominorf31551fbidi fromanfcharset161fprq2 Times New Roman Greekflominorf31552fbidi fromanfcharset162fprq2 Times New Roman Turflominorf31553fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)
flominorf31554fbidi fromanfcharset178fprq2 Times New Roman (Arabic)flominorf31555fbidi fromanfcharset186fprq2 Times New Roman Balticflominorf31556fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)
fdbminorf31558fbidi fromanfcharset238fprq2 Times New Roman CEfdbminorf31559fbidi fromanfcharset204fprq2 Times New Roman Cyrfdbminorf31561fbidi fromanfcharset161fprq2 Times New Roman Greek
fdbminorf31562fbidi fromanfcharset162fprq2 Times New Roman Turfdbminorf31563fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)fdbminorf31564fbidi fromanfcharset178fprq2 Times New Roman (Arabic)
fdbminorf31565fbidi fromanfcharset186fprq2 Times New Roman Balticfdbminorf31566fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)fhiminorf31568fbidi fswissfcharset238fprq2 Calibri CE
fhiminorf31569fbidi fswissfcharset204fprq2 Calibri Cyrfhiminorf31571fbidi fswissfcharset161fprq2 Calibri Greekfhiminorf31572fbidi fswissfcharset162fprq2 Calibri Tur
fhiminorf31573fbidi fswissfcharset177fprq2 Calibri (Hebrew)fhiminorf31574fbidi fswissfcharset178fprq2 Calibri (Arabic)fhiminorf31575fbidi fswissfcharset186fprq2 Calibri Baltic
fhiminorf31576fbidi fswissfcharset163fprq2 Calibri (Vietnamese)fbiminorf31578fbidi fromanfcharset238fprq2 Times New Roman CEfbiminorf31579fbidi fromanfcharset204fprq2 Times New Roman Cyr
fbiminorf31581fbidi fromanfcharset161fprq2 Times New Roman Greekfbiminorf31582fbidi fromanfcharset162fprq2 Times New Roman Turfbiminorf31583fbidi fromanfcharset177fprq2 Times New Roman (Hebrew)
fbiminorf31584fbidi fromanfcharset178fprq2 Times New Roman (Arabic)fbiminorf31585fbidi fromanfcharset186fprq2 Times New Roman Balticfbiminorf31586fbidi fromanfcharset163fprq2 Times New Roman (Vietnamese)
colortblred0green0blue0red0green0blue255red0green255blue255red0green255blue0red255green0blue255red255green0blue0red255green255blue0red255green255blue255red0green0blue128red0green128blue128red0green128blue0
red128green0blue128red128green0blue0red128green128blue0red128green128blue128red192green192blue192red43green57blue66red7green81blue160defchp fs22lochaf31506hichaf31506dbchaf31505 defpap
ql li0ri0sa200sl276slmult1widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 noqfpromote stylesheetql li0ri0sa200sl276slmult1widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1
af0afs22alang1025 ltrchfcs0 fs22lang16393langfe16393lochf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 snext0 sqformat spriority0 Normalcs10 additive ssemihidden sunhideused spriority1 Default Paragraph Font
ts11tsrowdtrftsWidthB3trpaddl108trpaddr108trpaddfl3trpaddft3trpaddfb3trpaddfr3tblind0tblindtype3tsvertalttsbrdrttsbrdrltsbrdrbtsbrdrrtsbrdrdgltsbrdrdgrtsbrdrhtsbrdrv ql li0ri0sa200sl276slmult1
widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0 fs22lang16393langfe16393lochf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 snext11 ssemihidden sunhideused
Normal Tables15ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 sbasedon0 snext15 slink16 styrsid1245921 headercs16 additive rtlchfcs1 af0 ltrchfcs0 sbasedon10 slink15 slocked styrsid1245921
Header Chars17ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 sbasedon0 snext17 slink18 styrsid1245921 footercs18 additive rtlchfcs1 af0 ltrchfcs0 sbasedon10 slink17 slocked styrsid1245921
Footer Charrsidtbl rsid152898rsid228402rsid554594rsid800407rsid878910rsid1130080rsid1245921rsid1731539rsid2059823rsid2247711rsid2302151rsid2452368rsid2579918rsid2784139rsid2825004rsid2971835rsid3029153rsid3635794rsid3674307
rsid4147305rsid4198249rsid4221163rsid4916349rsid5049903rsid5255214rsid5842268rsid6060486rsid6112825rsid6645422rsid6776675rsid6964912rsid7406533rsid7490474rsid8131909rsid8339428rsid8654138rsid8675313rsid9337544rsid9651494rsid9897620
rsid9976700rsid10031982rsid10250324rsid11357004rsid11678781rsid13177123rsid13526936rsid14565565rsid14829442rsid15207665rsid15602438rsid15630301rsid15689682rsid15692061mmathPrmmathFont34mbrkBin0mbrkBinSub0msmallFrac0mdispDef1
mlMargin0mrMargin0mdefJc1mwrapIndent1440mintLim0mnaryLim1infooperator PAPPU KUMARcreatimyr2018mo4dy6hr22min13revtimyr2018mo4dy25hr14min21version65edmins195nofpages8nofwords1996nofchars11382nofcharsws13352
vern57433xmlnstbl xmlns1 http//schemas.microsoft.com/office/word/2003/wordmlpaperw12240paperh15840margl1440margr1440margt1440margb1440gutter0ltrsect
widowctrlftnbjaenddoctrackmoves0trackformatting1donotembedsysfont0relyonvml0donotembedlingdata1grfdocevents0validatexml0showplaceholdtext0ignoremixedcontent0saveinvalidxml0showxmlerrors0horzdocdghspace120dgvspace120dghorigin1701
dgvorigin1984dghshow0dgvshow3jcompressviewkind1viewscale100rsidroot2579918 fet0wgrffmtfilter 2450ilfomacatclnup0ftnsep ltrpar pardplain ltrpar
ql li0ri0widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0pararsid1245921 rtlchfcs1 af0afs22alang1025 ltrchfcs0 fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393
rtlchfcs1 af0 ltrchfcs0 insrsid15692061 chftnsep
par ftnsepc ltrpar pardplain ltrparql li0ri0widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0pararsid1245921 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid15692061 chftnsepc
par aftnsep ltrpar pardplain ltrparql li0ri0widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0pararsid1245921 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid15692061 chftnsep
par aftnsepc ltrpar pardplain ltrparql li0ri0widctlparwrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0pararsid1245921 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid15692061 chftnsepc
par ltrpar sectd ltrsectlinex0sectdefaultclsftnbj headerl ltrpar pardplain ltrpars15ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1
af0afs22alang1025 ltrchfcs0 fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par headerr ltrpar pardplain ltrpars15ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par footerl ltrpar pardplain ltrpars17ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par footerr ltrpar pardplain ltrpars17ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par headerf ltrpar pardplain ltrpars15ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par footerf ltrpar pardplain ltrpars17ql li0ri0sa200sl276slmult1widctlpartqctx4513tqrtx9026wrapdefaultaspalphaaspnumfaautoadjustrightrin0lin0itap0 rtlchfcs1 af0afs22alang1025 ltrchfcs0
fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af0 ltrchfcs0 insrsid1245921
par pnseclvl1pnucrmpnstart1pnindent720pnhang pntxta .pnseclvl2pnucltrpnstart1pnindent720pnhang pntxta .pnseclvl3pndecpnstart1pnindent720pnhang pntxta .pnseclvl4pnlcltrpnstart1pnindent720pnhang pntxta )
pnseclvl5pndecpnstart1pnindent720pnhang pntxtb (pntxta )pnseclvl6pnlcltrpnstart1pnindent720pnhang pntxtb (pntxta )pnseclvl7pnlcrmpnstart1pnindent720pnhang pntxtb (pntxta )pnseclvl8
pnlcltrpnstart1pnindent720pnhang pntxtb (pntxta )pnseclvl9pnlcrmpnstart1pnindent720pnhang pntxtb (pntxta )pardplain ltrparqc li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0 rtlchfcs1 af0afs22alang1025
ltrchfcs0 fs22lang16393langfe16393lochaf31506hichaf31506dbchaf31505cgridlangnp16393langfenp16393 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid2579918 shppict
pictpicpropshplid1025spsn shapeTypesv 75spsn fFlipHsv 0spsn fFlipVsv 0spsn fLinesv 0spsn fLayoutInCellsv 1spsn fLayoutInCellsv 1
picscalex100picscaley100piccropl0piccropr0piccropt0piccropb0picw3702pich2858picwgoal2099pichgoal1620pngblipbliptag361171475blipuid 15870a1386a8eb9df99947c08048aa1c
89504e470d0a1a0a0000000d494844520000008c0000006c080200000037e6cdeb000000017352474200aece1ce9000000097048597300000ec500000ec4015e
77ddbe00004c1749444154785ee5bd09985c677926fa9fb54eed55bd49ad5dde6459b6b18d211830d8382404485832796e8664ee934c08c940662673930ce492
6007864c42e290c93c016692993b93dc40021830ab6d308b178201dbd8b22cc9d6beb77aadaeedece7beeff79faa6ec9c6ea1616f03cf7b8ddeaaeae3acbffed
efb7fc463fcb6ca5ec2c5659a6cc542953658e92233354c4dff157fc922a43f1eb021fb8095e0457c461a48952b14af18acb1bc34b26ef41ff55c92d65f2ca85
3bf23b195c91ff62498607560c5ffa303395ca9761292bd52f9b58452351899159a6c147c39ff11efc8c7fb224c35b0dfc5de12bcb3227cb2cacb4c2bbf15406
ce64246962e282f28c7854fc6b658a7fd52fe13d83bfca2bf95ae85bbc40df973f3f0960e19e146e7270b9e5f4d03f5f500a9d41fb2131cee208dc5bfe6590c3
b8ecb8731c06971454019b617507bc676458d8344920148685978d2c3362fec6f7e3373c333e2a020319e95856df48f1969c31293a39f985423832832fe013fc
79b82683f79f75b3cfc3af783a7d15caaef0a83c3e7ed4b458ced619642cbfb73349fb3cdcc7f2530c65657815f961f922c8cde5370991d007171fc4c1a2e230
137ca52045e65886098a50ecf0c58f817c901ebc2f4e7ccb322cb310064101ea2c6d47ad6369da3132889f7e7e39995e1621badc1c7fd26cf20310492ba8957d
3f9b48f8d4409c35d57040bc702442240899e6a10b73680ae9bb7f2e220d398aaa4bbf1d4b4b69a08e127a5072483ba8be2802b594659a96a9924859860a7c65
25caf655169012d01d71a67a8b53c70f990654651a513a851203811c92473f383879d92aac5ebdac98404b12235c33e00b4a12cd92f0a3be217d2c49f985a1d0
d255f44f679827bd26393d72b1270d2032d476da24995a0440111b8f00d982ade1cbf83038acab94af925059b14a5a2a9c55ed23aa775a050bfd6e38dd36e77b
253f9d58bbe1327c0e8a6f78e80bf3fc5ab0c8a45cac65c679f5445aed0a0e959b5e954454ae969e816fa3ef6da862567b85d5bc7f1965e4c79c5dce50777237
fa8d5942a394d23f0047d9740bf8212c729f3606b4336265863036aa3fa5bab349b7d55d381d7566a2fe5cd49ecbd2106f5ae8a50b4175db75af69aebbbe505e
4fe20e09036f4a1688a402a1b523316416bd26ab3ace83a022d3da02414ff3272a353cee1249a8ca730a0d18795577b5aa373fc3f4e49f3e53aa06a71cdc4faa
92348bc0dad44e9095b84d55962ea8605a2d1e51f307c3c523bdee892c6ca7bdbe6398699cf502d7372666837ac79e1cdf72e5868b76f453d72d378b95861167
94dbdc7720cf8a98f26222554b1a76990bbe5a5aadfcfdb909140a0d6e2381a1cdc3003ae5033339305017ce1e69c918d8e901eb2c116999fd1ebc95b71d2913
72135095e12beda9de3c24269cda1fb58ff75b8721406e36efa86e9622fcc9e2c40c42373347a7bba5bebdb5b9f5a5a5c96baccaa42a78957aad54f41881f822
49305ab0614275df828c46509416b51cb41ebe2712bdf04d033f8656706572b2720ae9c7c7b57095341445eed10e650c2ac4608a2a863516238a9ff0c25290b0
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cedeefe7e7efeff7effffffff7fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff7f7ff8c84d629
29a52929ad2121ad2929b518189c10109418189410189410109410109418109418189c18109418189410109418189c1810941818941010941818941810941818
9410109418189418109418189410109418189418109418189410109418189418109418189410109418189418109418189410109418189410109410109c081094
18189c18188c18187b9494ceffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffefffffceffffa5efff73deff52ceff39b5f729a5ef
21b5f718adf710adff08adff10b5ff08adff08a5ff009cff08a5ff18a5ef39a5de429cc673add6adcee7c6deefcee7efeff7fff7ffffffffffffffffffffffff
fffffffffffffffffffffffffffffffffffffffffffffffffffff7f7ffffffffdedeffbdc6f7bdc6ffc6c6ffb5b5efbdbdf7bdb5f7bdbdf7bdbdf7bdbdefbdbd
f7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7c6bdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7
bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdf7bdbdffb5bdf7bdbdefbdbdefe7e7ffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffefffffefffffdeffffd6ffffb5efff9ce7ff6bc6ef4ab5ef29adef18b5f708adf708adff08adff08adff08adff08
a5ff089cef21a5f7319ce73994d65aa5ce94c6dec6deefe7e7eff7efefffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffff7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffffffffffff7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffff7ffffdeffffd6ffffadf7ff8ce7ff63ceff4ac6ff31b5f729b5f721adf721adff18adff18adff10a5ff10a5ff21a5ef39a5e7429cce73a5cea5c6decede
f7dee7efeff7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff7ffffefffffefffffdeffffd6ffffc6f7ffb5efff8cd6
ff73ceff52b5ef39b5f729adf721adff10adf718adff10a5f721a5ef31a5ef399cde5a9cce9cbddec6d6e7e7e7efe7e7eff7ffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffefffffe7ffffceffffbdffff9cefff7bdeff5aceff4ac6f731bdf731b5f729adf7
31adf731a5ef4aade75a9cce73a5c69cc6d6cee7f7cee7efe7f7f7f7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffff7fffff7ffffefffffefffffe7ffffdeffffbdf7ffadefff9ce7ff8cd6f773c6ef63bdef4aade74ab5e742adde42a5d6529cbd9cd6efcee7f7ef
f7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff7ffffef
ffffefffffe7ffffd6ffffbdffffa5f7ff8ce7ff7bdeff73ceff7bc6ef84bdd69cbdcebdd6e7ffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffffffffffffffffffffffffffffffffffffffffff7fffffffffffffffffffffff7ffffffffffeffffff7ffffe7ffffe7ffffdeffffe7ffffdeff
ffd6f7ffb5d6efb5deefffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffefffffd6f7ffc6efffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff7ffffffffffffffffffffff
fffffffffffffffffffffffff7fffff7ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff
ffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff040000002701ffff030000000000rtlchfcs1 af38afs52 ltrchfcs0 f38fs52cf18lang1033langfe16393highlight8langnp1033insrsid6776675

par hichaf38dbchaf31505lochf38 Plagiarism Checker X Originality Reportrtlchfcs1 abaf38afs26 ltrchfcs0 bf38fs26cf17lang1033langfe16393highlight8langnp1033insrsid6776675
par hichaf38dbchaf31505lochf38 Similarity Found 33rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
par
par hichaf38dbchaf31505lochf38 Date Friday, April 06, 2018
par hichaf38dbchaf31505lochf38 Statistics 528 words Plagiarized / 1588 Total words
par hichaf38dbchaf31505lochf38 Remarks Medium Plagiarism Detected – Your Document needs Selective Improvehichaf38dbchaf31505lochf38 ment.
par ——————————————————————————————-
par pard ltrparql li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
par pard ltrparqj li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0pararsid4147305 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 page hichaf38dbchaf31505lochf38 page
1. ABSTRACT rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 In rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid13177123charrsid13177123 hichaf38dbchaf31505lochf38 developedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 countries where concrete is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6060486charrsid6060486 hichaf38dbchaf31505lochf38 generallyrtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 used, the high andrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 little by little rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid7406533charrsid6060486
hichaf38dbchaf31505lochf38 growingrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 cost of concrete has madertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 manufacturing very costly. This coupled with damaging outcome of concrete construction on the environment rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 has led tortlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 studies on different materials which could be hand-me-down as partial replacement for coarse aggregate.
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par hichaf38dbchaf31505lochf38 This has demanded research into hichaf38dbchaf31505lochf38 alternative materials of construction and analysing workable rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and compressive strength characteristics of concrete produced usingrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 by rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
sea shells and crushed tilesrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 as alternates for conservative rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 coarse aggregate with partial replacement rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6060486charrsid6060486 hichaf38dbchaf31505lochf38 withrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 M25 grade concrethichaf38dbchaf31505lochf38 e.rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Fine aggregates rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and coarse aggregatesrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 samples are also taken from screen analysis and sample necessity is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 a
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6060486charrsid6060486 hichaf38dbchaf31505lochf38 quantityrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6776675charrsid6060486 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 ofrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 according how it suits.
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par hichaf38dbchaf31505lochf38 Fine rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and coarse aggregatertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 also helps to carry specific gravity tests. In our project Design mixed use rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 for Mhichaf38dbchaf31505lochf38 25 gradertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 for using 112 with ratio 0.50.The crushed tiles and seashell were cast the cube test rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 for slump testrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and compressive strength andrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 we tested in the interval rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 of 7 dayrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 ,14 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 day and 28 daysrtlchfcs1 af38afs24 ltrchfcs0 bf38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6776675charrsid1245921 .
rtlchfcs1 af38afs24 ltrchfcs0 bf38fs24cf6lang1033langfe16393highlight8langnp1033insrsid6776675charrsid1245921 hichaf38dbchaf31505lochf38 2rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 . INThichaf38dbchaf31505lochf38
RODUCTION Civil engineering preparation and manufacturing works in India depend to a very big size on concrete.
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par hichaf38dbchaf31505lochf38 Concrete rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 is one of the most importantrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 building materials that can be provided to the job site in a plastic state and can be moulded in situ orhichaf38dbchaf31505lochf38
cast to virtually any form or shape. Its basic components are cement, rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 fine aggregate, coarse aggregate
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and water. rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 The main objective is tortlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 inspire rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the use of thesertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 products as manufacturing materials in low-cost.
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par hichaf38dbchaf31505lochf38 The generally relevance of concrete in rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6645422charrsid6645422 hichaf38dbchaf31505lochf38 n
hichaf38dbchaf31505lochf38 earlyrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 all civil engineeringrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 preparation and building construction works cannot be exaggerated. The developing concern of resource depletion and global pollution has
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6645422 hichaf38dbchaf31505lochf38 facadertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 many researchers and engineers to find and improve new materials be sure on renewablhichaf38dbchaf31505lochf38 e resources. These include
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6645422charrsid6645422 hichaf38dbchaf31505lochf38 usagertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 ofrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 by-products and waste materials in building construction.
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par hichaf38dbchaf31505lochf38 Many of these by products are rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 used as aggregatertlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 for the rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6645422charrsid6645422 hichaf38dbchaf31505lochf38 manufacturertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 of light weight concrete.rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 Even though rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6645422charrsid6112825 hichaf38dbchaf31505lochf38 presentrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 has beenrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 much research shown on rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the strhichaf38dbchaf31505lochf38 uctural
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6964912 hichaf38dbchaf31505lochf38 showingrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
of lightweight rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6964912 hichaf38dbchaf31505lochf38 totalrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 concrete, these are mostly confined to logically happening aggregates, manufactured aggregates, and aggregates from industrial by-product.
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par hichaf38dbchaf31505lochf38 Seashell rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 which rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2452368charrsid2452368 hichaf38dbchaf31505lochf38 doingsrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 as waste material has been rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2452368charrsid2452368 hichaf38dbchaf31505lochf38 particulartlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2452368 hichaf38dbchaf31505lochf38 rrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 in thisrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 studto rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 addhichaf38dbchaf31505lochf38 partially in cement.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Even rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 though when the seashells die, their muscles and rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6964912 hichaf38dbchaf31505lochf38 extra
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight8langnp1033insrsid6776675charrsid6964912 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 softparts decay and come to be rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6964912 hichaf38dbchaf31505lochf38 nutrientsrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 for other animals in the ocean, their rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6964912charrsid6964912 hichaf38dbchaf31505lochf38 stiffrtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 shellsrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 stillremain and might come to be fossils. This is due to chemical structure of harhichaf38dbchaf31505lochf38 d shells.have 85 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 of rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid6776675charrsid6776675
hichaf38dbchaf31505lochf38 CaCOrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393subhighlight3langnp1033insrsid6776675charrsid6776675 hichaf38dbchaf31505lochf38 3rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid6776675charrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 which adds to hardness and works as rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid3029153 hichaf38dbchaf31505lochf38 a covering for outer layer of the
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid3029153 hichaf38dbchaf31505lochf38 animals that livertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 in sea.
par
par hichaf38dbchaf31505lochf38 This conformation is related to mineral powder which rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2247711 hichaf38dbchaf31505lochf38 brought
hichaf38dbchaf31505lochf38 hichaf38dbchaf31505lochf38 interest hichaf38dbchaf31505lochf38 to manufacture a cementrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 . rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid2247711
par pard ltrparql li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid2247711
par
par pard ltrparqj li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0pararsid4147305 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 o3
hichaf38dbchaf31505lochf38
. LITERATURE RIVEW Aruna D (2015)1 In place of tile waste based concrete, coarse aggregates were exchanged by 20mm down size, tile wastes by 0 , 6, 12, 18, 24 and 30 and also the cement is partially exchanged by fly-ash.
par
par hichaf38dbchaf31505lochf38 The average maximum rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 characteristic rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 comprhichaf38dbchaf31505lochf38 essive strength ofrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38
construction wastertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile aggregate concrete is obtained rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 by replacing at rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid11678781
hichaf38dbchaf31505lochf38 25rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 .rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 A
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 decrease in strength of rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 10-15 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 is observed compared to rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 conventionalrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 concrete at 25 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781
hichaf38dbchaf31505lochf38 replacement of construction wastertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile aggregate
hichaf38dbchaf31505lochf38 . rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 The workability rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 obtained by rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781
hichaf38dbchaf31505lochf38 construction rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile waste concrehichaf38dbchaf31505lochf38 te
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid11678781 hichaf38dbchaf31505lochf38 was found to be rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 medium. Overall, the replacement of tiles in concrete is satisfactory for small constructions.
par
par hichaf38dbchaf31505lochf38 Batriti rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Monhun R. Marweinrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (2016)2 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 The ceramicrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 tiles rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 wastertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 take on is broken tiles. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Ceramicrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 tiles waste concrete rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 prepared rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid7406533charrsid7406533 hichaf38dbchaf31505lochf38 usingrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 these tihichaf38dbchaf31505lochf38 lesrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 wastertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6112825 hichaf38dbchaf31505lochf38 atrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 0, 15, 20, 25 and 30. M20 grade concrete is take on a constant rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 water cement ratio ofrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 0.50 is keep up for all the concrete mixes. The characteristics rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
properties of concretertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 such as workability for garden-fresh concrete, as well rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 characteridtic rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6776675charrsid13526936 hichaf38dbchaf31505lochf38 Cohichaf38dbchaf31505lochf38 mpressive Strengthrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 , Split Tensile Strengthrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 are found at 3, 7day and,14 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 day and 28 days.rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
par
par hichaf38dbchaf31505lochf38 The paper suggests that the replacement of waste tile aggregate should be happening the range of 5-30 and also it is suitable to ordinary mixes like M15 and M20. Falhichaf38dbchaf31505lochf38
ade, Ikponmwosa and Ojediran (1995)3 Considered the performance of lightweight concrete having rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 sea
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 shells atrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38
higherrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 temperature and set up rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 characteristicrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 compressive strengthrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 reduced rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 with rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid7406533charrsid7406533
hichaf38dbchaf31505lochf38 increasertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 inrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 water/cement ratio and temperature. A. P. Adewuyihichaf38dbchaf31505lochf38 and T.
par
par hichaf38dbchaf31505lochf38 Adegoke et al (2008)4 Determined that rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the strength of rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 seartlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 shellrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15207665 hichaf38dbchaf31505lochf38 concrete is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15207665charrsid15207665
hichaf38dbchaf31505lochf38 determinertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 drtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15207665charrsid15207665 hichaf38dbchaf31505lochf38 basertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid5049903
hichaf38dbchaf31505lochf38 drtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 uprtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
on the properties of thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 sea rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
shells and rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 artlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 lso about thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6112825charrsid9897620 hichaf38dbchaf31505lochf38 quantityrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 ofrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
measurement alternatives Concrete with 34.4 andrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid5049903 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 42.5 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid5049903
hichaf38dbchaf31505lochf38 seartlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 shells rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 are found to rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 prhichaf38dbchaf31505lochf38 ovide the minimum 7-day cube strength values of 20 N/mmrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393superhighlight8langnp1033insrsid6776675charrsid15689682 hichaf38dbchaf31505lochf38 2rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 and 14 N/mmrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393superhighlight8langnp1033insrsid6776675charrsid15689682 hichaf38dbchaf31505lochf38 2rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 expected for concrete mixes 112 and 124, respectively. rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675charrsid15207665
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
par hichaf38dbchaf31505lochf38 METHODOLOG / MATERIAL USED In this investigation, rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the following materials
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 are rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 usedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid13526936 hichaf38dbchaf31505lochf38
for the hichaf38dbchaf31505lochf38 mix design rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15207665 hichaf38dbchaf31505lochf38 Ordinary Portland Cement of rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15207665charrsid15207665 hichaf38dbchaf31505lochf38 54rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15207665
hichaf38dbchaf31505lochf38 Grade cement rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15207665charrsid15207665 hichaf38dbchaf31505lochf38 conformedrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tortlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
IS169-1989 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Fine aggregatertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15207665 hichaf38dbchaf31505lochf38 and coarse aggregate rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15207665charrsid15207665 hichaf38dbchaf31505lochf38 conformedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 to rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 codal hichaf38dbchaf31505lochf38 provisions rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 IS 2386-1963. rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 MIX DESIGN rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 M25 GRADE CONCRETErtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
(Standard) STIPULATING FOR PROPORTIONING 1. Grade designation M25 2. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Type of cement rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 OPC 53 Gradertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 3. Maximum rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 sizehichaf38dbchaf31505lochf38 of aggregatertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 20mm 4. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 Minimum cement contentrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 300kg/mrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393superhighlight8langnp1033insrsid6776675charrsid15689682 hichaf38dbchaf31505lochf38 3rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 5. Maximum water rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 /rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 cement ratio 0.50 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682
par
par hichaf38dbchaf31505lochf38 6.rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Workability 100-120mmrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
(slumprtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid15689682 hichaf38dbchaf31505lochf38 valuertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 ) 7. Exposure condition Moderate 8.Type of aggregate Crushed angular aggregat 9. rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Maximum cement contentrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 340kg/m3 1. Cement used rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2971835 hichaf38dbchaf31505lochf38 OPC 54 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Gradertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
2. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Specific gravity of cement 3.15rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 3. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
Specific gravity of coarse aggregatertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (TEST DATA FOR MATERIALS 20mm) 2.67 4. rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Specific gravity of fine aggregate rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 2.65 5. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 Water absorption of coarse aggregate rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 0.5 6. rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Wahichaf38dbchaf31505lochf38 ter absorption of fine aggregatertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid2971835 hichaf38dbchaf31505lochf38 (M. sand) 2.5 7
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (i) rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Free (surface) moisturertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 coarse aggregate Nilrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (ii) rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 Free (surface) moisturertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 fine aggregate Nilrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 MIX PRAPORTION FOR STANDARD CONCRETEhichaf38dbchaf31505lochf38
(1m3) CEMENT _FINE AGGREGATE _COARSE AGGREGATE _WATER _ _336 kg/m3 _834kg/m3 _1114kg/m3 _158kg/m3 _ _1 _2.48 _3.31 _0.47 _ _ MIXING MATERIAL PREPARATION FOR PROJECT / / rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 SLUMP CONE TESTrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 Slump test is usedrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
to determine the workability of fresh concrete.rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
par
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 Thichaf38dbchaf31505lochf38 he hichaf38dbchaf31505lochf38
equipments and apparatus used for slump test are nrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 on porous base plate,rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid8339428 hichaf38dbchaf31505lochf38
scale for measuringrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 andrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 trtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 a
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 mping rod.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
The mould rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 used for the slump cone test is rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 in the form of the frustum of a cone rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428
hichaf38dbchaf31505lochf38 which hasrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 height rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 of hichaf38dbchaf31505lochf38 30 cm, base rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid6776675charrsid6776675 hichaf38dbchaf31505lochf38 diartlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid13526936
hichaf38dbchaf31505lochf38 meterrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 ofrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid6776675charrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 18 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 cm and top rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid13526936 hichaf38dbchaf31505lochf38 diameterrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight3langnp1033insrsid8339428
hichaf38dbchaf31505lochf38 of rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 12 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 cm. The tamping rod is hichaf38dbchaf31505lochf38 steelrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 material havingrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid8339428
hichaf38dbchaf31505lochf38 20 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 mm diameter and 55rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 cm
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 long rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8339428 hichaf38dbchaf31505lochf38 having round finishing at both the ends.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid1130080
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
RESULTS – REPLACEMENT DETAILS _SLUMP VALUE _ _30 Crushed Tiles _120mm _ _20 Crushed Tiles _110mm _ _30 Sea Shell _70mm _ _20 Sea Shell _50mm _ _SLUMP TEST FOR CUBE SLUMP TEST GRAPH Si. No. _Replacement Details _Compressive Stren
hichaf38dbchaf31505lochf38 gth Test(N/sq.mm) _ _1. _30 Crushed Tiles _19.6 _ _2. _20 Crushed Tiles _23.9 _ _3. _30 Sea Shell _16.2 _ _4. _20 Sea Shell _20.3
par
par hichaf38dbchaf31505lochf38 COMPRESSION STRENGTH TEST The rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid10250324 hichaf38dbchaf31505lochf38 cohichaf38dbchaf31505lochf38 ncrete cube
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 is rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tested by rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2825004
hichaf38dbchaf31505lochf38 universal testing machinertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 artlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid10250324 hichaf38dbchaf31505lochf38 trtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 7
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 days, 14 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 days and 28 days rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2825004
hichaf38dbchaf31505lochf38 of rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 curing.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid10250324 hichaf38dbchaf31505lochf38 Load
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 should be applrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8654138 hichaf38dbchaf31505lochf38 ied rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid10031982charrsid2059823
hichaf38dbchaf31505lochf38 graduallyrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8654138 hichaf38dbchaf31505lochf38 at the rate of rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid8654138charrsid8654138 hichaf38dbchaf31505lochf38 135rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6776675charrsid8654138
hichaf38dbchaf31505lochf38 krtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 g/cmrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393superhighlight7langnp1033insrsid6776675charrsid10250324 hichaf38dbchaf31505lochf38 2rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 per minutertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid10250324 hichaf38dbchaf31505lochf38 . hichaf38dbchaf31505lochf38 Thichaf38dbchaf31505lochf38 his hichaf38dbchaf31505lochf38 process hichaf38dbchaf31505lochf38
continuesrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tillrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 specimens fails. rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid10031982charrsid2971835
hichaf38dbchaf31505lochf38 Loadrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid6776675charrsid2971835 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 at the failure rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2825004
hichaf38dbchaf31505lochf38 divided rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 by rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2825004 hichaf38dbchaf31505lochf38 cross sectional rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 area of specimen gives the compressive strength of concrete.rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2825004
par
par rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 COMPRESSIVE STRENGTH (7 dayhichaf38dbchaf31505lochf38 test results) Srtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid228402 hichaf38dbchaf31505lochf38 lrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 . No.
par
par hichaf38dbchaf31505lochf38 _Replacement Details _Compressive Strength Testrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid10031982 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (N/hichaf38dbchaf31505lochf38 mmrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393superhighlight8langnp1033insrsid9651494 hichaf38dbchaf31505lochf38 2rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 ) _ _1. _30 Crushed Tiles _18.1 _ _2. _20 Crushed Tiles _22.3 _ _3. _30 Sea Shell _14.9 _ _4. _20 Sea Shell _18.7 _ _ COMPRESSIVE STRENGTH (14days test results) COMPRESSIVE STRENGTH (28days test re
hichaf38dbchaf31505lochf38 sults) Si. No. _Replacement Details _Compressive Strength Testrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid10031982 hichaf38dbchaf31505lochf38 rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (N/sq.mm) _ _1. _30 Crushed Tiles _24.2 _ _2. _20 Crushed Tiles _28.7 _ _3. _30 Sea Shell _21.3 _ _4.
par
par hichaf38dbchaf31505lochf38 _20 Sea Shell _25.2 _ _ rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 COMPRESSIVE STRENGTH OFrtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 CYLINDER Replacement Details _7th Dayshichaf38dbchaf31505lochf38 Compressive Strengthrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid9976700 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
(N/sq.mm) _28th Days Compressive Strengthrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 (N/sq.mm) _ _20 Crushed Tiles _27.6 _34.65 _ _20 Sea Shell _23.9 _31.15 _ _ _ _ _ _// rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 COMPARISON OF COMPRESSIVE STRENGTH OFrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 CYLINDER OF M25 GRAPH / rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 COMPARISON OF COMPRESSIVE STRENGTH OFrtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 CUBE Ohichaf38dbchaf31505lochf38 F M25 GRAPH rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 SPLIT TENSILE TESTrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 The tensile strength of concrete is one of thertlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 basic and important properties.
par
par hichaf38dbchaf31505lochf38 Splithichaf38dbchaf31505lochf38 ing rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tensile strength testrtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 on concrete cylinder is a method rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 to determine the tensile strength of concrete.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
The concrete is very weak in tenhichaf38dbchaf31505lochf38 sirtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5842268 hichaf38dbchaf31505lochf38 onrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5842268 hichaf38dbchaf31505lochf38
since it irtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 s brittle rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5842268 hichaf38dbchaf31505lochf38 in rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
nature and is not expected to resist the hichaf38dbchaf31505lochf38 tensionrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid5842268 hichaf38dbchaf31505lochf38 forcertlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 . The concrete develops cracks when subjected to tensile forces.rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
par
par hichaf38dbchaf31505lochf38 Thus, rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2059823charrsid2059823 hichaf38dbchaf31505lochf38 itrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid5842268 hichaf38dbchaf31505lochf38 is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid15630301 hichaf38dbchaf31505lochf38 r
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2059823charrsid2059823 hichaf38dbchaf31505lochf38 equired to findrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the tensile srtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid2059823
hichaf38dbchaf31505lochf38 trength of concrete to rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2059823charrsid2059823 hichaf38dbchaf31505lochf38 findrtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid14565565charrsid2059823
hichaf38dbchaf31505lochf38 loadrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 at which the concrete memberhichaf38dbchaf31505lochf38
hichaf38dbchaf31505lochf38 cracks.rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 CONCLUSION The mechanical behaviour of concrete rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 with partial replacement ofrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 seashell rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 and rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid4221163 hichaf38dbchaf31505lochf38 construction wastertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tilesrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 as coarse aggregatertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 were investigatedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163 .rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 The following rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid14565565 hichaf38dbchaf31505lochf38 assumptionsrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 can be drawn rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 based on thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 analyhichaf38dbchaf31505lochf38
sis of results The above calculation, it is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid2059823charrsid2059823 hichaf38dbchaf31505lochf38 determinedrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 that thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163
hichaf38dbchaf31505lochf38 construction waste rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tiles fortlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163 hichaf38dbchaf31505lochf38 undrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
to be more strength comparertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163 hichaf38dbchaf31505lochf38 drtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 to the sea shell. It is rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 also found that thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
strength increase in as the replacement ratio decrease hence it is economical and best concretingrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4221163 hichaf38dbchaf31505lochf38
method by use of waste into concretertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 .
par
par hichaf38dbchaf31505lochf38 A study rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4916349 hichaf38dbchaf31505lochf38 of the various rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 properties of concretertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 made with combination of sea shell aggregate and rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4916349 hichaf38dbchaf31505lochf38 construction waste
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile aggregate in different proportions can be investigated rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 to enhance thertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 concrete properties and also rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 to reduce thertlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 pollution or waste generation fromrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4916349 hichaf38dbchaf31505lochf38 the rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
construction industrhichaf38dbchaf31505lochf38 y. The rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 split tensile strength ofrtlchfcs1 af38afs24
ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid4916349 hichaf38dbchaf31505lochf38 construction rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4916349
hichaf38dbchaf31505lochf38 wastertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile aggregate is rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid4916349 hichaf38dbchaf31505lochf38 higherrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 compared to the sea shell aggregate.
par
par hichaf38dbchaf31505lochf38 Crushed rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid1731539 hichaf38dbchaf31505lochf38 construction waste rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tile aggregate in rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 highhichaf38dbchaf31505lochf38 strength concretertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
can be studied further to check rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 the rtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid800407 hichaf38dbchaf31505lochf38 usabilityrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 in high rise buildihichaf38dbchaf31505lochf38 ngs. After rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid1731539 hichaf38dbchaf31505lochf38 the
rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 workability testrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid1731539 hichaf38dbchaf31505lochf38 observedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 , when increasing percentage of sea shell rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 and crushed tilertlchfcs1
af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 pieces in concrete leads to the decrease in workability of the concrete.
par
par hichaf38dbchaf31505lochf38 Utilizing of waste rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 materials such asrtlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 sea shell rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 and crushedrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid8131909 hichaf38dbchaf31505lochf38 construction wastertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 tilesrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 in developing green concrete should be explored, expended and supported through focus researches. Development rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675
hichaf38dbchaf31505lochf38 of green concretertlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
should be proved through performance on hardened state and fresh state rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 to understand the rtlchfcs1
af38afs24 ltrchfcs0 f38fs24cf6lang1033langfe16393highlight7langnp1033insrsid14565565charrsid13177123 hichaf38dbchaf31505lochf38 performancertlchfcs1 af38afs24 ltrchfcs0
f38fs24cf17lang1033langfe16393highlight7langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 ofrtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38
each material either in lohichaf38dbchaf31505lochf38 ng or short term effect.
par
par
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par hichaf38dbchaf31505lochf38 INTERNET SOURCES
par ——————————————————————————————-
par hichaf38dbchaf31505lochf38 1 – http//sphinxsai.com/2017/ch_vol10_no11/
par hichaf38dbchaf31505lochf38 0 – https//plato.stanford.edu/entries/histo
par hichaf38dbchaf31505lochf38 1 – https//www.astm.org/Standards/D692.htm
par hichaf38dbchaf31505lochf38 0 – http//pizzahouse.co.in/1378/concrete-sa
par hichaf38dbchaf31505lochf38 0 – Empty
par hichaf38dbchaf31505lochf38 0 – http//www.in.gov/indot/div/mt/manuals/I
par hichaf38dbchaf31505lochf38 0 – http//www.essay.uk.com/essays/engineeri
par hichaf38dbchaf31505lochf38 0 – http//www.ijiras.com/2017/Vol_4-Issue_7
par hichaf38dbchaf31505lochf38 0 – http//glashichaf38dbchaf31505lochf38 er.berkeley.edu/glaserdrupal/
par hichaf38dbchaf31505lochf38 0 – http//www.acchelp.in/pdf/mix-Design/Pri
par hichaf38dbchaf31505lochf38 1 – http//www.iosrjournals.org/iosr-jmce/pa
par hichaf38dbchaf31505lochf38 0 – https//www.ukessays.com/essays/construc
par hichaf38dbchaf31505lochf38 0 – https//garyhaq.wordpress.com/category/c
par hichaf38dbchaf31505lochf38 0 – https//www.wbdg.org/design-objectivehichaf38dbchaf31505lochf38 s/s
par hichaf38dbchaf31505lochf38 1 – http//esatjournals.net/ijret/2015v04/i0
par hichaf38dbchaf31505lochf38 0 – https//www.researchgate.net/profile/Hon
par hichaf38dbchaf31505lochf38 0 – https//www.researchgate.net/publication
par hichaf38dbchaf31505lochf38 1 – http//umpir.ump.edu.my/9846/1/CHUA20PE
par hichaf38dbchaf31505lochf38 1 – http//whyzz.com/how-do-seashells-turn-i
par hichaf38dbchaf31505lochf38 0 – https//en.wikipehichaf38dbchaf31505lochf38 dia.org/wiki/Seashell
par hichaf38dbchaf31505lochf38 0 – https//www.ijirset.com/upload/september
par hichaf38dbchaf31505lochf38 0 – http//www.rroij.com/open-access/influen
par hichaf38dbchaf31505lochf38 0 – http//www.academia.edu/30668719/Use_of_
par hichaf38dbchaf31505lochf38 0 – https//www.scribd.com/document/59174028
par hichaf38dbchaf31505lochf38 1 – https//www.ijser.org/iccvh-2016-confere
par hichaf38dbchaf31505lochf38 0 -hichaf38dbchaf31505lochf38 http//mayukhportfolio.co.in/mining/ceme
par hichaf38dbchaf31505lochf38 0 – http//ijetsr.com/images/short_pdf/15075
par hichaf38dbchaf31505lochf38 0 – https//www.researchgate.net/publication
par hichaf38dbchaf31505lochf38 0 – http//pnrsolution.org/Datacenter/Vol3/I
par hichaf38dbchaf31505lochf38 1 – http//www.academia.edu/8356537/Experime
par hichaf38dbchaf31505lochf38 0 – https//www.researchghichaf38dbchaf31505lochf38 ate.net/profile/Ant
par hichaf38dbchaf31505lochf38 1 – http//www.allresearchjournal.com/archiv
par hichaf38dbchaf31505lochf38 0 – http//www.ijert.org/download/15246/expe
par hichaf38dbchaf31505lochf38 1 – https//pdfs.semanticscholar.org/fede/85
par hichaf38dbchaf31505lochf38 1 – https//www.scribd.com/doc/42158268/Conc
par hichaf38dbchaf31505lochf38 0 – https//www.scribd.com/document/16728409
par hichaf38dbchaf31505lochf38 1 – hhichaf38dbchaf31505lochf38 ttps//answers.yahoo.com/question/index
par hichaf38dbchaf31505lochf38 1 – http//www.ijeert.org/pdf/v2-i4/11.pdf
par hichaf38dbchaf31505lochf38 1 – http//tloverview.blogspot.com/2016/08/c
par hichaf38dbchaf31505lochf38 1 – https//www.facebook.com/Civil-civil-We-
par hichaf38dbchaf31505lochf38 1 – http//constructionhub.rw/index.php/arti
par hichaf38dbchaf31505lochf38 1 – http//civilengineer.co.in/cohichaf38dbchaf31505lochf38 ncrete/proc
par hichaf38dbchaf31505lochf38 2 – https//www.scribd.com/document/10717872
par hichaf38dbchaf31505lochf38 2 – https//www.scribd.com/document/10717872
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1 – https//en.wikipedia.org/wiki/Compressiv
par hichaf38dbchaf31505lochf38 1 – https//www.aboutcivil.org/Properties-of
par hichaf38dbchaf31505lochf38 1 – https//www.slideshare.net/selvaprakash5
par hichaf38dbchaf31505lochf38 1 – http//ijhichaf38dbchaf31505lochf38 ariie.com/AdminUploadPdf/Proper
par hichaf38dbchaf31505lochf38 1 – https//theconstructor.org/concrete/spli
par hichaf38dbchaf31505lochf38 1 – http//www.ijera.com/papers/Vol7_issue7/
par hichaf38dbchaf31505lochf38 0 – http//1000projects.org/behaviour-of-rei
par hichaf38dbchaf31505lochf38 0 – https//www.scribd.com/document/87606/Ho
par hichaf38dbchaf31505lochf38 0 – https//www.researchgate.net/profilhichaf38dbchaf31505lochf38 e/Min
par hichaf38dbchaf31505lochf38 0 – https//www.sciencedirect.com/science/ar
par hichaf38dbchaf31505lochf38 0 – http//www.legrand.com/EN/green-building
par hichaf38dbchaf31505lochf38 0 – https//link.springer.com/chapter/10.100
par hichaf38dbchaf31505lochf38 0 – https//www.engineeringcivil.com/mechani
par hichaf38dbchaf31505lochf38 0 – http//www.iosrjournals.org/iosr-jmce/pa
par hichaf38dbchaf31505lochf38 0 – https//www.scribd.com/document/88877113
par hichaf38dbchaf31505lochf38 1 – https//drugabuse.com/library/the-effect
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