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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Format: | Article |
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Springer Verlag
2021
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Online Access: | http://eprints.utm.my/id/eprint/94755/ http://dx.doi.org/10.1007/s12205-021-0830-2 |
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