The Role of Internal Characteristic Length in Slope Stability Analysis with Strain Localization
暂无分享,去创建一个
[1] Yuzhen Yu,et al. A modified Davis approach for geotechnical stability analysis involving non-associated soil plasticity , 2020 .
[2] Chong Tang,et al. Geotechnical localization analysis based on Cosserat continuum theory and second-order cone programming optimized finite element method , 2019, Computers and Geotechnics.
[3] X. Chu,et al. Finite-Element Analysis of Failure in Transversely Isotropic Geomaterials , 2015 .
[4] Helmut Schweiger,et al. Slope stability analysis by means of finite element limit analysis and finite element strength reduction techniques. Part I: Numerical studies considering non-associated plasticity , 2015 .
[5] Yuzhen Yu,et al. A two-grid search scheme for large-scale 3-D finite element analyses of slope stability , 2014 .
[6] S. Sloan. Geotechnical stability analysis , 2013 .
[7] Scott W. Sloan,et al. Associated computational plasticity schemes for nonassociated frictional materials , 2012 .
[8] D. V. Griffiths,et al. SLOPE STABILITY ANALYSIS BY FINITE ELEMENTS , 1999 .
[9] E. H. Davis,et al. Theories of plasticity and the failure of soil masses , 1968 .