Behavior of Single Pile in Unsaturated Clayey Soils
The mechanical behavior of partially saturated soils can be different from that of fully saturated soils. It has been found that for such soils, changes in suction do not have the same effect as changes in the applied stresses, and consequently the effective stress principles is not applicable. A f...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Unviversity of Technology- Iraq
2014-03-01
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| Col·lecció: | Engineering and Technology Journal |
| Matèries: | |
| Accés en línia: | https://etj.uotechnology.edu.iq/article_92256_fb23c7cac66762bb62af9205175230a2.pdf |
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