Deformation and stability analysis of a cut slope / Masyitah Md Nujid

Md Nujid, Masyitah (2012) Deformation and stability analysis of a cut slope / Masyitah Md Nujid. Jurnal Intelek, 7 (1). pp. 9-14. ISSN 2682-9223

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Abstract

A cut slope is subjected to deform and fail during or after construction activities despite the limit equilibrium analysis done during the design process indicate that the designed slope would have a factor safety greater than one. Deformation occurred during and after the excavation yields an additional stress or reduction in the strength of the soil. The objectives of this research are to assess the deformation pattern of soil or slope face induced by cutting, to evaluate the stability of a slope based on shear strength reduction technique and to compare factor of safety results obtained by shear strength reduction technique (SRT) in Plaxis 7.2 and limit equilibrium method (LEM) in SLOPE/ W. The deformation pattern of the natural slope and the cut slopes were analyzed using finite element program in Plaxis 7.2 which soil behavior was modeled as a simple Mohr-Coulomb. Furthermore the stability of these slopes were evaluated based on shear strength reduction technique. Stability analysis was also done on the final cut slope where failure has occurred at this stage using limit equilibrium method (LEM) in SLOPE/W. It was observed that the deformation pattern was significantly affected by slope angle and soil strength. The factor of safety calculated using different computer program gave some differences due to the assumptions and limitations used in the analysis.

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Item Type: Article
Creators:
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Md Nujid, Masyitah
UNSPECIFIED
Subjects: T Technology > TA Engineering. Civil engineering > Engineering mathematics. Engineering analysis > Finite element method
T Technology > TA Engineering. Civil engineering > Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
Divisions: Universiti Teknologi MARA, Perlis > Arau Campus
Journal or Publication Title: Jurnal Intelek
UiTM Journal Collections: UiTM Journal > Jurnal Intelek (JI)
ISSN: 2682-9223
Volume: 7
Number: 1
Page Range: pp. 9-14
Official URL: https://jurnalintelek.uitm.edu.my/index.php/main
Item ID: 33751
Uncontrolled Keywords: Cut Slope, Deformation Pattern, Factor of Safety (FOS), Limit Equilibrium Method (LEM), Finite Element Method (FEM)
URI: https://ir.uitm.edu.my/id/eprint/33751

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33751

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