000 02669nam a2200277 a 4500
001 vtls000045999
003 KUKTEM
005 20251114204429.0
008 100607t2009 my da f m 000 0 eng d
020 _aTHE0002877(Local)
039 9 _a201905131543
_bzul
_c201107132323
_dVLOAD
_c201006071020
_dida
_y201006071002
_zida
040 _aUMP
090 _aTA710.5 .A56 2009 rs Bc.
100 0 _aAnnas Robani Aminudin
245 1 0 _aAnalysis of slope failure at Maran highway using slope/w software /
_cAnnas Robani Bin Aminudin
246 3 _aAnalysis of slope failure at Maran highway using slope/w software
_h[electronic resource]
260 _aKuantan, Pahang :
_bUMP,
_c2009
300 _axiii, 69 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 computer disc
502 _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2009
504 _aBibliography : p. 65-66
520 3 _aAnalysis towards certain slope at Malaysia is important due to many tragedy occurred effect by the slope failure. The purpose of this study is to analyze the slope stability at KM 99 and 101, Maran Highway that carried out by using computer simulation software, slope/ W by Geoslope. The analysis is divided into four (4) different case, which is natural slope condition, protection of slope using slope benching, ground anchor and soil nail method. The computation for the factor of safety is required and from the result achieved; then the proposed slope protection is applied to improve ground stability. The data (Soil Investigation report) collected from the IKRAM Sdn. Bhd. is important to gather the parameter needed for analysis. The output of this study using Morgenstern and Price’s method establishes the FOS value for natural condition of the slope is below the minimum requirement for safe slope which is 0.796. Presence of excess pore water pressure beneath the slope ground layer through rainfall affected the ground stability of the slope. Thus, slope protection must be installed to improve the stability. The result after applying the protection shows the increased in stability; and the highest FOS value is achieved by soil nailing method with 1.591 and followed by anchoring and benching method with 1.229 and 1.164. After safety and economical criteria are considered, soil nailing method is chosen. The immense friction between the soils nails and soil layer produce an additional grip and hold the slope from easily slide.
650 0 _aSoil mechanics
650 0 _aSlopes (Soil mechanics)
650 0 _aSoil stabilization
999 _aVIRTUA40
_c1894
_d1900
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2460*2600*3000*5020*5040*5200*6500*6501*6502*9992