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A statistical damage-based shear constitutive model for soils and its application to slope stability analysis
Prediction of the sliding type and critical factor of safety in
Simple, homogeneous slope failure surface using LE (Spencer's
Field Monitoring-Based and Theoretical Analysis of Baota Mountain Landslide Stability
Water, Free Full-Text
PDF) Prediction of the sliding type and critical factor of safety in homogeneous finite slopes
PDF) Slope Stability Analysis of Soil Nailed Structure by using ASD and LRFD Methods
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Farzin SALMASI, Professor, University of Tabriz, Tabriz, Department of Water Engineering
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