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Efficient numerical implementation of limit equilibrium method for stability analysis of unsaturated soil slopes using Gaussian integral
Soil-Slope Stability considering Effect of Soil-Strength Nonlinearity, International Journal of Geomechanics
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Effects of Soil Strength Nonlinearity on Slip Surfaces of Homogeneous Slopes
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Yuke WANG, Professor, Professor, Zhengzhou University, Zhengzhou, zzu, School of Water Conservancy and Civil Engineering
Full article: Effect of sea level drawdown on coastal clay slope stability considering two strength criteria
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Upper-bound optimized solution of unsaturated soil slope stability under steady and unsteady flows - ScienceDirect
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