Shear strength test on unsaturated soil using natural microscopic surface tension force / Basharudin Abdul Hadi

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Shear strength test on unsaturated soil using natural microscopic surface tension force / Basharudin Abdul Hadi

The shallow infiltration influence slope failure is a complex soil mechanical behavior according to geotechnical engineers. This is because it is very difficult to obtain factor of safety less than unity according to conventional slope stability method for the shallow type of slope failure. The...

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Bibliographic Details
Main Author:	Abdul Hadi, Basharudin
Format:	Book Section
Language:	English
Published:	Institute of Graduate Studies, UiTM 2017
Subjects:	Engineering instruments, meters, etc. Industrial instrumentation Engineering geology. Rock mechanics. Soil mechanics.
Online Access:	https://ir.uitm.edu.my/id/eprint/18973/

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