Some assumptions for the slip surface of 3D soil slopes: (a) spherical

Some assumptions for the slip surface of 3D soil slopes: (a) spherical

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Global analysis approach of stability of deep foundation pit

Yu-chuan Yang's research works Sichuan University, Chengdu (SCU) and other places

a) Validation problem – 1: spherical sliding surface in purely

3D Effects in Slope Stability Analyses

Determining the Critical Slip Surface of Three-Dimensional Soil Slopes from the Stress Fields Solved Using the Finite Element Method

Use of Scoops3D and GIS for the Assessment of Slope Stability in

Yu-chuan Yang's research works Sichuan University, Chengdu (SCU) and other places

A stress-based limit method for three-dimensional soil slope