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Frontiers of Structural and Civil Engineering >> 2013, Volume 7, Issue 1 doi: 10.1007/s11709-013-0190-1
Slope stability analysis based on a multigrid method using a nonlinear 3D finite element model
1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China; 2. Changjiang Institute of Survey, Planning, Design and Research, Wuhan 430010, China
Abstract
Keywords
slope ; stability ; multi-grid method ; nonlinear ; finite element method
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