Stability Analysis of Slopes Under Seismic Action with Asynchronous Discounting of Strength Parameters

Stability Analysis of Slopes Under Seismic Action with Asynchronous Discounting of Strength Parameters

A non-proportional reduction in strength parameters is widely used in slope stability assessment, but the current asynchronous reduction in strength parameters only considers the cohesion c and internal friction angle φ, which is suitable for slope stability assessment under static loads. Under seis...

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Bibliographic Details
Main Authors: Ruipeng Wang, Hongye Yan, Junkai Yao, Zhuqing Li
Format: Article
Language:English
Published: MDPI AG 2024-12-01
Series:Applied Sciences
Subjects:
asynchronous discounting
soil softening laws
stability coefficients
slip surface
Online Access:https://www.mdpi.com/2076-3417/15/1/169
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