000 02240nam a2200289 a 4500
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008 170420t2017 my a f a m 000 0 eng d
020 _aTHE0000438(Local)
039 9 _a201905151449
_bnazirah
_c201712061148
_dhuda
_y201704201422
_zfateeha
040 _aUMP
090 _aFKASA .H345 2017 r Bc.
100 0 _aHafiz Osman Mohammad
245 1 4 _aThe properties of concrete containing coconut shell as part of coarse aggregate replacement /
_cHafiz Osman Mohammad
260 _aKuantan, Pahang :
_bUMP,
_c2017
300 _axiv, 100 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering (Hons.)) -- Universiti Malaysia Pahang – 2017
504 _aBibliography : p. 50-51
520 3 _aThe demand of concrete in the construction industry increased rapidly due to continuous development in Malaysia. Extensive use of concrete leads to sacristy of natural aggregates. The reuse solid waste from manufacturing is an alternative way to preserve waste management problem as well as to reduce the depletion of natural resources. This study was conducted to investigate the flexural strength and compressive strength of the concrete with coconut shell replacement as coarse aggregate. In this study, coconut shell was used to partial replace the coarse aggregate by 5%, 10% and 15%. All concrete was design to grade C25 / 30 and all samples cured for 7days, 14days and 28days. Test compressive strength and flexural strength conducted to determine the strength of hardened concrete. The result presented that 15% coconut shell replacement in concrete by compressive strength and flexural strength higher than the replacement of 5% and 10%. The results showed coconut shell can be used in concrete construction.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/25840/
_zAccess in library only
999 _aVIRTUA40
_c6729
_d6735
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992