Ground heave around driven piles in clay
Large diameter piles have increasingly been used, especially for offshore foundations. Most of the piles that have been used offshore have been open-ended. There is evidence from previous work that closed-ended piles have merits over open-ended piles; they have a greater ultimate axial capacity and...
| 主要な著者: | , |
|---|---|
| その他の著者: | |
| フォーマット: | 学位論文 |
| 言語: | English |
| 出版事項: |
1984
|
| 主題: |