000 02240ntm a2200277 a 4500
001 vtls000102725
003 KUKTEM
005 20251117113342.0
008 180111t2017 my a f am 000 0 eng d
020 _aTHE0000553(Local)
039 9 _a201905151627
_bnazirah
_y201801111055
_znazri
040 _aUMP
090 _aFKASA .L884 2017 r Bc.
100 0 _aAhmad Lutfi Fajri Zaidan
245 1 4 _aThe properties of concrete containing rejected foamed concrete as partial sand replacement /
_cAhmad Lutfi Fajri Bin Zaidan
260 _aKuantan, Pahang :
_bUMP,
_c2017
300 _axi, 46 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD-ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
504 _aBibliography : p. 44-46
520 3 _aConcrete are a widely used in construction and building material around the world. Today, demand for sand continues to increase for the concrete production. Excessive sand mining in the stream causes negative impact to the river. At the same time, the waste rejected foamed concretes are becoming a serious environmental problem, especially for main cities that lack disposal sites. For environmental protection and sustainable development, a research has to be done on production of concrete from rejected foamed concrete. Firstly, the rejected foamed concrete will be collected from the construction site disposal or factory, then crushed and graded in the range of standard sand. By reusing rejected foamed concrete, it will help in reducing solid waste and environmental problem. The objective is to investigate the effect of rejected foamed concrete on the compressive strength and flexural strength of concrete. The samples would be subjected to water curing process for 7, 28 and 60 days. The findings will highlight the performance of concrete containing rejected foamed concrete as partial sand replacement.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c7210
_d7216
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992