Interpretation of Triaxial Compression Test Results on Partially Saturated Soils /
A laboratory investigation was conducted to assess the influence of density on the shear strength of unsaturated soil. To vary density, compacted specimens of an expansive clay soil were subjected to different stress histories prior to shear. Tests were performed at a constant water content. The Hvo...
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| Corporate Authors: | , , |
| Format: | Conference Proceeding Book |
| Language: | English |
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West Conshohocken, Pa. :
ASTM International,
1988
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| Subjects: |