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Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
Stability Analysis of Multistage Loess Slope Under Earthquake Action Based on the Pseudo-Static Method
Soil Mech Found Eng
Ye, S. H. (Autor:in) / Zhang, R. H. (Autor:in)
Soil Mechanics and Foundation Engineering ; 60 ; 304-313
01.09.2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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