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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
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Yu-chuan Yang's research works Sichuan University, Chengdu (SCU) and other places
A stress-based limit method for three-dimensional soil slope