000			02904ntm a2200289 a 4500
001			vtls000098139
003			KUKTEM
005			20251117113336.0
008			161122s2016 my a f abm 000 0 eng d
020			_aTHE0000598(Local)
039		9	_a201905161015 _bnazirah _c201712121131 _dfateeha _y201611221504 _zsaini
040			_aUMP
090			_aFKASA .N395 2016 r Bc.
100	0		_aMuhamad Nazir Ramlee
245	1	0	_aPerformance of process spent bleaching earth on foamed concrete as partial cement replacement / _cMuhamad Nazir Ramlee
260			_aKuantan, Pahang : _bUMP, _c2016
300			_axv, 43 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 – 2016
504			_aBibliography : p. 37-41
520	3		_aPrincipally, the higher demand production of concrete due to good strength and durability has leads to increasing their materials that needed to produce concrete. The challenge the world is facing is that the increasing demand for cement increases the carbon dioxide emission during the production of Portland cement. Recently, the alternative to using cement for concrete is to use supplementary cementitious materials to reduce the problem. Particularly, to utilize the materials that are by products of industrial processes as a partial replacement for cement and to use recycled materials in place of natural resources. This study aims to investigate the effect of Processed Spent Bleaching Earth (PSBE) as a partial cement replacement in foamed concrete properties. Density of foamed concrete 1600kg/m3 was designed as basic control mix (FC) with 0% PSBE. Foamed concrete containing Processed Spent Bleaching Earth mixes were designed by partial replacement of cement with 10% and 20% of PSBE by weight of cement namely as PFC1 and PFC 2 respectively. All specimens were prepared and tested for 12 cubes (100x100x100 mm) for compressive strength, 12 prisms (100x100x500 mm) for flexural and another 12 cubes for durability towards carbonation test for 7, 28, and 90 days respectively under water curing. Referring to the control FC, the compressive and flexural strength of foamed concrete increases as the percentage of PSBE increases. Moreover, the resistance against carbonation of foamed concrete decreases as percentage of PSBE increases. By using the PSBE in foamed concrete may reduce the environmental problem as lesser cement uses and reduce the landfill pollution.
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/id/eprint/25740 _zAccess in library only
999			_aVIRTUA40 _c7046 _d7052
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