Improving the bearing capacity of footing on soft clay with sand pile with/without skirts
This paper presents the results of laboratory model tests for studying the improvement of soft clay layer by using both partially replaced sand piles with/without confinement. This research is performed to study the effect of sand pile to improve the bearing capacity and to control the settlement. A...
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| Huvudupphov: | , |
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| Materialtyp: | Artigo |
| Språk: | Inglês |
| Utgiven: |
Elsevier
2010-12-01
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| Serie: | Alexandria Engineering Journal |
| Ämnen: | |
| Länkar: | http://www.sciencedirect.com/science/article/pii/S1110016810000050 |
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