Cavity Expansion-Contraction-Based Method for Tunnel-Soil-Pile Interaction in a Unified Clay and Sand Model: Drained Analysis
- Affiliation of Author(s):外国语言文化学院
- Funded by:无依托项目研究成果
- First Author:tangshuzhe
- Indexed by:Journal paper
- Document Code:paper_89536
- ISSN No.:10026916
- Translation or Not:no
- Date of Publication:2011-06-20
Pre One:
下穿隧道对邻近桩基承载力与沉降的影响