Limit state analysis of rigid retaining structures against seismically induced passive failure in heterogeneous soils-Reference-Cited by-同舟云学术

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Limit state analysis of rigid retaining structures against seismically induced passive failure in heterogeneous soils

Published:2023-06 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Zhou Jianfeng,Qin Changbing^ORCID

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Limit Analysis and Soil Plasticity;Chen,1975

2. Limit Analysis in Soil Mechanics;Chen,1990

3. Seismic passive resistance by pseudo-dynamic method;Choudhury;Geotechnique,2005

4. Lower bound analysis of modified pseudo-dynamic lateral earth pressures for retaining wall-backfill system with depth-varying damping using FEM-Second order cone programming;Fathipour;Int. J. Numer. Anal. Methods GeoMech.,2021

5. Evaluation of the lateral earth pressure in unsaturated soils with finite element limit analysis using second-order cone programming;Fathipour;Comput. Geotech.,2020

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis of Active Earth Pressure Behind Rigid Retaining Walls Considering Curved Slip Surface;Geotechnical and Geological Engineering;2023-08-02

2. Experimental and Theoretical Study for a Displacement-Controlled Design Method of Embedded Cantilever Retaining Walls (Piles);Sustainability;2023-06-20

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