Seismic Behavior Analysis of the Bank Slope Considering the Effect of Earthquake-Induced Excess Pore Water Pressure

Seismic Behavior Analysis of the Bank Slope Considering the Effect of Earthquake-Induced Excess Pore Water Pressure

Soil slopes, located near rivers or the sea, often get damaged dramatically under seismic action due to the high groundwater level. To determine the failure mechanism, this study proposed an analytical method for a composite critical slip surface of a multi-layer slope considering the effects of the...

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Bibliographic Details
Main Authors: Shuai Huang, Shufeng Zhai, Yingjie Liu, Chuanzheng Liu, Katsuichiro Goda, Ben Mou
Format: Article
Language:English
Published: Frontiers Media S.A. 2021-12-01
Series:Frontiers in Earth Science
Subjects:
multi-layer slope
composite critical slip surface
excess pore water pressure
permanent displacement
shaking table test
Online Access:https://www.frontiersin.org/articles/10.3389/feart.2021.799612/full

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