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Frontiers of Structural and Civil Engineering >> 2013, Volume 7, Issue 3 doi: 10.1007/s11709-013-0206-x
Evaluation of potential failure of rock slope at the left abutment of Jinsha River Bridge by model test and numerical method
1. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 610031, China; 2. School of Resources and Environment, Southwest Petroleum University, Chengdu 610500, China
Abstract
Keywords
slope stability ; strength properties ; model test ; numerical analysis
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