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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Bibliographic Details
Main Author: Tan, Yu Zhe
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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Description
Summary: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.
Physical Description:1 CD-ROM ; 12 cm