Effect of matric suction and density on yield stress, compression index and collapse potential of unsaturated granite soil

Residual granite soil from Malaysia shows some problematic features such as: high void ratio, low natural dry density, and loose of apparent cohesion of the soil immediately after rain due to wetting. This study is aimed to evaluate the influence of suction and density on unsaturated behavior of the...

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Main Authors: Kholghifard, M., Ahmad, K.
格式: Article
出版: Springer Verlag 2021
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在线阅读:http://eprints.utm.my/id/eprint/94755/
http://dx.doi.org/10.1007/s12205-021-0830-2
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