Ka-Ching San
- An Elastoplastic Joint Element with its Application to Reinforced Slope Cutting. In: Soils and Foundations, v. 29, n. 3 (September 1989). (1989):
- A Hybrid Slope Stability Analysis Method with its Application to Reinforced Slope Cutting. In: Soils and Foundations, v. 30, n. 2 (June 1990). (1990):
- Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analyses. In: Soils and Foundations, v. 34, n. 2 (June 1994). (1994):
- Seismic Slope Stability Analysis: Pseudo-Static Generalized Method. In: Soils and Foundations, v. 34, n. 2 (June 1994). (1994):
- Test Wall Failure Prediction Using Generalized Plasticity Theory. In: Soils and Foundations, v. 35, n. 3 (September 1995). (1995):
- Finite Element Slope Stability Analysis by Shear Strength Reduction Technique. In: Soils and Foundations, v. 32, n. 1 (March 1992). (1992):