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...
| Principais autores: | , |
|---|---|
| Outros Autores: | |
| Formato: | Tese |
| Idioma: | English |
| Publicado em: |
1984
|
| Assuntos: |