Shear Strength Characteristics Of Compacted Fill Material Under Ponding Condition/
To determine the shear strength parameter of the fill embankment with different moisture content. To utilize the shear strength parameter with different moisture content in a slope stability analysis (limit equilibrium analysis) in embankment construction.
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Main Author: | Tan, Yu Zhe |
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Corporate Author: | Universiti Malaysia Perlis |
Format: | Thesis Book |
Language: | English |
Published: |
Perlis, Malaysia :
School of Environmental Engineering, University Malaysia Perlis,
2016
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