What is it about?
This study examined the shear strength behavior of an unsaturated granitic residual soil at various applied net stress and suction. An SWCC test and a double wall triaxial test were conducted. The result shows a non-linear shear strength behavior related to net stress and suction.
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This page is a summary of: Shear Strength of Unsaturated Malaysian Granitic Residual Soil, Journal of Testing and Evaluation, May 2018, ASTM International,
DOI: 10.1520/jte20170305.
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