Study on capacity of single pile subjected to surrounding soil’s settlement
Piles driven to clay are often subjected to surrounding soil’s settlement due to consolidation and second consolidation of soft soil. Since surrounding soil’s downward movements are larger than piles’s, negative skin friction develop develops on the piles’ shaft. The drag force caused by negative sk...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
HO CHI MINH CITY OPEN UNIVERSITY JOURNAL OF SCIENCE
2012-07-01
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| Series: | Tạp chí Khoa học Đại học Mở Thành phố Hồ Chí Minh - Kỹ thuật và Công nghệ |
| Subjects: | |
| Online Access: | https://journalofscience.ou.edu.vn/index.php/tech-vi/article/view/1049 |