Numerical analysis of influences of engineering piles on rebound deformation of foundation pit
The unloading effect during the excavation process of a foundation pit will cause the rebound deformation of its bottom, and the influences of the existence of engineering piles on the rebound deformation of the foundation pit cannot be ignored. Based on a long and large tunnel project, by using the...
Збережено в:
| Автор: | |
|---|---|
| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2021-11-01
|
| Серія: | Yantu gongcheng xuebao |
| Предмети: | |
| Онлайн доступ: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE2021S2003 |
| Теги: |
Немає тегів, Будьте першим, хто поставить тег для цього запису!
|