03161nam a2200241 a 4500 vtls000029640 KUKTEM 20251114204418.0 080624t2007 my f m 001 0 eng|d THE0002875(Local) 201905131542 zul 201107132240 VLOAD 200908141459 VLOAD 200908141430 VLOAD 200806240955 kam UMP TA710.5 .A43 2007 rs Thesis Mohd Amar Ridha Abd Ghoni Analysis of slope stability of Ordinary Method of Slices and Bishop's Simplified Method / Mohd Amar Ridha Bin Abd Ghoni Kuantan, Pahang : UMP, 2007 75 p. : ill. (some col.) ; 30 cm. Project paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 Slope failure and landslide have become significant problems nowadays. The slope stability issue is a problem that must be given serious attention. The detailed study towards slope instability causes must be carried out to identify the efficient methods of stabilizing techniques. Besides that, calculation and selection of slope factor of safety (POS) must be analyzed and carried out closely to make sure that FOS is suitable for the slope. This study includes slopes types, slope instability factors, methods of slope stability, and the analysis of FOS in determining the slope stability. Data were taken from a real project site at Section CR-94/000 FT04, Lebuhraya Timur Barat, Kelantan. The methods that use for analysis in this study are Ordinary Method of Slices and Bishop's Simplified Method. SLOPEIW 2004 Student Edition (GeoStudio 2004) is set to be use as software application to analyze the slope stability. This study also attempts to give control methods of slope stabilization using drainage, slope alteration and retaining structure. The FOS value for initial condition of slope is 0.866 by Ordinary Method of Slices and 1.028 by Bishop's Simplified Method. With cost RM 250,000 for each project, remediation by decreasing the slope angle produces the FOS values 1.243 and 1.426 for each Ordinary Method of Slices and Bishop's Simplified Method. The remediation using benching method that cost about RM 400,000 per project creates FOS values 1.520 for Ordinary Method of Slices and 1.557 for Bishop's Simplified Method. The remediation using horizontal drainage and soil nail need cost arowld RM 700,000 however, call11ot be analyzed according to the limitation of SLOPEIW 2004 Student Edition. At the end of this study, the remediation using benching method is selected as the remedial technique for this slope which has high FOS value and acceptable cost which is RM 400,000. Besides, the routine inspection and maintenance should be carried out to ensure the slope is in safe condition. Nevertheless, the issue of slope stability is still much this day and need a further study and research so that this problem can be reduce in future. -Author Slopes (Soil mechanics) Stability Slopes (Soil mechanics) Computer programs 0 0 0 1 10000 10000 2019-09-04 0 TA710.5 .A43 2007 rs Thesis 0000030400 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 1596 1602 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992