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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2010-12-01
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| Series: | Alexandria Engineering Journal |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1110016810000050 |