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Frontiers of Structural and Civil Engineering >> 2011, Volume 5, Issue 2 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
Abstract
Keywords
progressive failure ; weak-broken rock ; slope ; model test ; bolt
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