02563nam a2200265 a 4500 vtls000046036 KUKTEM 20251114204428.0 100608t2009 my da f m 000 0 eng d THE0002905(Local) 201905131600 zul 201107132332 VLOAD 201007070935 Fida 201006081146 ida UMP TA710.5 .Z85 2009 rs Bc. Zulaikha Roslan The effect of raising water level in slope stability / Zulaikha Binti Roslan The effect of raising water level in slope stability [electronic resource] Kuantan, Pahang : UMP, 2009 xvi, 110 p. : ill. (some col.) ; 30 cm. + 1 computer disc Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2009 Bibliography : p. [63]-64 This research has been done to identify the factor of safety of the slope based on the rise of the water level of the slope and to make the comparison within each method to make sure which method is more suitable for the slope. As we all know, landslides that occurs around high area is the most dangerous things that worries people around their premises especially at the end of the year. This is because, rainy season will happens at this time around Malaysia. When this happened, the level of the water around the slope will rise slowly and it will weaken the structure of the soil as well. Identifying the factor of safety around the slope that is able to collapse need to be count or look after to prevent any landslide to occur. Value of factor of safety that is less than 1 can caused landslide or in other word is slope failure. With this, suitable method to identify factor of safety is required. This is because; each and every method that has been used will have different values in their factor of safety. Bishop method is the most efficient method compared to Ordinary and Janbu method. Other than that, this method gives constantly decrease value if the value of the water level is increase. As a conclusion, factor of safety and rise in water level in every slope is the most important thing to be identified. The factor of safety around that slope will be less than 1 because of the value of high water level around the soil will become one of the main causes landslide around slope area. Slopes (Soil mechanics) Stability Soil mechanics 0 0 0 1 10000 10000 2019-09-04 0 TA710.5 .Z85 2009 rs Bc. 0000046189 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 4395 | TA710.5 .Z85 2009 rs Bc. 0000046190 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 1879 1885 VTLSSORT0080*0200*0400*0900*1000*2450*2460*2600*3000*5020*5040*5200*6500*6501*9992