Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis
出版年份 2021 全文链接
标题
Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis
作者
关键词
-
出版物
International Journal of Geomechanics
Volume 21, Issue 5, Pages 04021055
出版商
American Society of Civil Engineers (ASCE)
发表日期
2021-03-04
DOI
10.1061/(asce)gm.1943-5622.0002016
参考文献
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