02022ntm a2200289 a 4500 vtls000098201 KUKTEM 20251117113330.0 161129t2016 my a f m 000 0 eng d THE0000561(Local) 201905160911 nazirah 201712121033 fateeha 201611291551 fateeha UMP FKASA .M37 2016 r Bc. Marlene Insin Jack Strength stabilization of peat soil using ordinary portland cement (OPC) / Marlene Insin Anak Jack Kuantan, Pahang : UMP, 2016 xii, 65 p. : col. ill. ; 30 cm. + 1 CD-ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 Bibliography : p. 45-46 This 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. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/4049/ Access in library only 0 0 0 6 10000 10000 2019-09-04 0 FKASA .M37 2016 r Bc. 0000114935 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 6 10000 10000 2019-09-04 0 CD 10192 | FKASA .M37 2016 r Bc. 0000114936 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6866 6872 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992