Modern Loveok

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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. par 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.

par 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. par 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. par 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. par 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. par 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 par par hichaf38dbchaf31505lochf38 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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 par pard ltrparql li0ri0nowidctlparwrapdefaultfaautorin0lin0itap0 rtlchfcs1 af38afs24 ltrchfcs0 f38fs24cf17lang1033langfe16393highlight8langnp1033insrsid6776675 hichaf38dbchaf31505lochf38 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 par rtlchfcs1 af39afs24 ltrchfcs0 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Table 7 Colorful Accent 5lsdpriority46 lsdlocked0 Grid Table 1 Light Accent 6lsdpriority47 lsdlocked0 Grid Table 2 Accent 6lsdpriority48 lsdlocked0 Grid Table 3 Accent 6 lsdpriority49 lsdlocked0 Grid Table 4 Accent 6lsdpriority50 lsdlocked0 Grid Table 5 Dark Accent 6lsdpriority51 lsdlocked0 Grid Table 6 Colorful Accent 6lsdpriority52 lsdlocked0 Grid Table 7 Colorful Accent 6 lsdpriority46 lsdlocked0 List Table 1 Lightlsdpriority47 lsdlocked0 List Table 2lsdpriority48 lsdlocked0 List Table 3lsdpriority49 lsdlocked0 List Table 4lsdpriority50 lsdlocked0 List Table 5 Dark lsdpriority51 lsdlocked0 List Table 6 Colorfullsdpriority52 lsdlocked0 List Table 7 Colorfullsdpriority46 lsdlocked0 List Table 1 Light Accent 1lsdpriority47 lsdlocked0 List Table 2 Accent 1lsdpriority48 lsdlocked0 List Table 3 Accent 1 lsdpriority49 lsdlocked0 List Table 4 Accent 1lsdpriority50 lsdlocked0 List Table 5 Dark Accent 1lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 1lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 1 lsdpriority46 lsdlocked0 List Table 1 Light Accent 2lsdpriority47 lsdlocked0 List Table 2 Accent 2lsdpriority48 lsdlocked0 List Table 3 Accent 2lsdpriority49 lsdlocked0 List Table 4 Accent 2 lsdpriority50 lsdlocked0 List Table 5 Dark Accent 2lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 2lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 2lsdpriority46 lsdlocked0 List Table 1 Light Accent 3 lsdpriority47 lsdlocked0 List Table 2 Accent 3lsdpriority48 lsdlocked0 List Table 3 Accent 3lsdpriority49 lsdlocked0 List Table 4 Accent 3lsdpriority50 lsdlocked0 List Table 5 Dark Accent 3 lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 3lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 3lsdpriority46 lsdlocked0 List Table 1 Light Accent 4lsdpriority47 lsdlocked0 List Table 2 Accent 4 lsdpriority48 lsdlocked0 List Table 3 Accent 4lsdpriority49 lsdlocked0 List Table 4 Accent 4lsdpriority50 lsdlocked0 List Table 5 Dark Accent 4lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 4 lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 4lsdpriority46 lsdlocked0 List Table 1 Light Accent 5lsdpriority47 lsdlocked0 List Table 2 Accent 5lsdpriority48 lsdlocked0 List Table 3 Accent 5 lsdpriority49 lsdlocked0 List Table 4 Accent 5lsdpriority50 lsdlocked0 List Table 5 Dark Accent 5lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 5lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 5 lsdpriority46 lsdlocked0 List Table 1 Light Accent 6lsdpriority47 lsdlocked0 List Table 2 Accent 6lsdpriority48 lsdlocked0 List Table 3 Accent 6lsdpriority49 lsdlocked0 List Table 4 Accent 6 lsdpriority50 lsdlocked0 List Table 5 Dark Accent 6lsdpriority51 lsdlocked0 List Table 6 Colorful Accent 6lsdpriority52 lsdlocked0 List Table 7 Colorful Accent 6datastore 010500000200000018000000 4d73786d6c322e534158584d4c5265616465722e362e3000000000000000000000060000 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