Slope stability analysis using modified Fellenius’s and Bishop’s method
Analysis of slope stability is very important as many structures in hilly areas failed due to instability of slope. The aim of this study is to determine the factor of safety (FOS) of slopes located at Pahang Matriculation College by using limit equilibrium method. Two methods known as modified Fell...
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| 主要な著者: | , , |
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| フォーマット: | Conference or Workshop Item |
| 言語: | English |
| 出版事項: |
IOP Publishing Ltd.
2019
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| 主題: | |
| オンライン･アクセス: | http://umpir.ump.edu.my/id/eprint/25095/1/Slope%20stability%20analysis%20using%20modified%20Fellenius%E2%80%99s%20and%20Bishop%27s%20method.pdf http://umpir.ump.edu.my/id/eprint/25095/ http://doi.org/10.1088/1757-899X/527/1/012004 |
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