Effect of Variation of Degree of Saturation with depth on Soil–Concrete Pile Interface in Clayey Soil
Bearing capacity of a concrete pile in fine grained cohesive soils is affected by the degree of saturation of the surrounding soil through the contribution of the matric suction. In addition, the embedded depth and the roughness of the concrete pile surface (expressed as British Pendulum Number BPN)...
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| Autores principales: | , |
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| Formato: | Artigo |
| Lenguaje: | Inglês |
| Publicado: |
University of Baghdad
2016-04-01
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| Colección: | Journal of Engineering |
| Acceso en línea: | https://www.jcoeng.edu.iq/index.php/main/article/view/229/198 |
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