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Publications by [Huang C. C.]

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Susceptibility analysis for predicting earthquake-induced landslides has most frequently been done using deterministic methods; multivariate statistical methods have not previously been applied. In this study, however, we introduce a statistical methodology ...
Reference: Engineering Geology 100 (2008) 43–58
A new three-dimensional (3D) slope stability analysis method is developed based on two-directional moment equilibrium. This method calculates not only the safety factor but also the possible direction of sliding for semispherical and composite failure surfaces. ...
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No.10, October, 2000