Shaking table test and numerical analysis of dynamic response and damage mechanism of a deposit slope with a weak interlayer reinforced by a pile–anchor structure-Reference-Cited by-同舟云学术

Shaking table test and numerical analysis of dynamic response and damage mechanism of a deposit slope with a weak interlayer reinforced by a pile–anchor structure

Published:2024-01 Issue: Volume:59 Page:105728
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chen Guangpeng,Yang Changwei,Qu Liming,Tong Xinhao,Zhang Kaiwen,Zhang Liang

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

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3. A novel method for the dynamic reliability analysis of slopes considering dependent random parameters via the direct probability integral method[J];Zhou;Structures,2022

4. Physics-based large-deformation analysis of coseismic landslides: A multiscale 3D SEM-MPM framework with application to the Hongshiyan landslide[J];Feng;Eng Geol,2022

5. Material point method for large-deformation modeling of coseismic landslide and liquefaction-induced dam failure[J];Feng;Soil Dyn Earthq Eng,2021

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3. Shaking table test on damage mechanism of bedrock and overburden layer slope based on the time–frequency analysis method;Scientific Reports;2024-05-31

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