000			02022ntm a2200289 a 4500
001			vtls000098201
003			KUKTEM
005			20251117113330.0
008			161129t2016 my a f m 000 0 eng d
020			_aTHE0000561(Local)
039		9	_a201905160911 _bnazirah _c201712121033 _dfateeha _y201611291551 _zfateeha
040			_aUMP
090			_aFKASA .M37 2016 r Bc.
100	0		_aMarlene Insin Jack
245	1	0	_aStrength stabilization of peat soil using ordinary portland cement (OPC) / _cMarlene Insin Anak Jack
260			_aKuantan, Pahang : _bUMP, _c2016
300			_axii, 65 p. : _bcol. ill. ; _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. 45-46
520	3		_aThis article describes a laboratory study on stabilizing peat soil using Ordinary Portland Cement (OPC) to improve its strength. Peat soil commonly occur as extremely soft, wet, unconsolidated surficial deposits that are the major parts of the wetland systems. These problematic soils are well known for its high compressibility and low in shear strength. Therefore this soil were stabilized in order to solve the major problem that always encountered by the civil engineer in Malaysia. Various percentages of OPC which is 4, 6, and 8% were added to peat soil at optimum moisture content and the sample was cured for 7, 14 and 28 days before conducting Unconfined Compressive Strength test. The Unconfined Compressive Strength test show that the strength of the peat soil will increase as the percentage of the stabilizer increases.
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/4049/ _zAccess in library only
999			_aVIRTUA40 _c6866 _d6872
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992