Experimental Research on Pile-Soil Stress Ratio of Rigid Pile Composite Foundation in Shallow-Buried Rock and Soft Soil
[Objective] Pile-soil stress ratio is a key parameter in the design of rigid pile composite foundations for shallow-buried rock and soft soil foundations, but the rules governing its value and influencing factors remain unclear. [Method] Based on a concrete sluice dam project, this study carried out...
Saved in:
| Main Author: | |
|---|---|
| Format: | Article |
| Language: | Chinese |
| Published: |
Editorial Office of Journal of Changjiang River Scientific Research Institute
2025-07-01
|
| Series: | 长江科学院院报 |
| Subjects: | |
| Online Access: | http://ckyyb.crsri.cn/fileup/1001-5485/PDF/1752214636903-728742238.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|