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考虑地震作用和非线性强度的三维土坡极限分析
Geometry and critical slip surface of a homogeneous slope.
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Homogenous soil slope: (a) failure mechanism with a log-spiral slip
Influence of Both Soil Properties and Geometric Parameters on Failure Mechanisms and Stability of Two-Layer Undrained Slopes
Soil-Slope Stability considering Effect of Soil-Strength Nonlinearity, International Journal of Geomechanics
Effects of Soil Strength Nonlinearity on Slip Surfaces of Homogeneous Slopes, International Journal of Geomechanics
Soil-Slope Stability considering Effect of Soil-Strength Nonlinearity, International Journal of Geomechanics
a Slip Surface at failure for 60° slope angle from PLAXIS with nail
Full article: Stability assessment of coastal clay slopes considering strength nonlinearity and sea level drawdown
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Technical paper: Strength reduction technique with finite element method for slopes without stabilisation measures