正文
《结构与土木工程前沿(英文)》 >> 2011年 第5卷 第2期 doi: 10.1007/s11709-011-0111-0
Experimental study on the progressive failure and its anchoring effect of weak-broken rock vertical slope
1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China; 2. Urban Rail Transit and Railway Engineering Department, Tongji University, Shanghai 200092, China
摘要
关键词
progressive failure ; weak-broken rock ; slope ; model test ; bolt
正文