Generalized solution to Coulomb’s seismic active earth pressure acting on rigid retaining wall with cohesive backfill and trial application for evaluation of seismic performance of retaining wall-Reference-Cited by-同舟云学术

Generalized solution to Coulomb’s seismic active earth pressure acting on rigid retaining wall with cohesive backfill and trial application for evaluation of seismic performance of retaining wall

Published:2023-02 Issue:1 Volume:63 Page:101247
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Nakajima Susumu,Ozaki Takumi,Hong Kimhor,Koseki Junichi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Abe, K., Ikemoto, H. and Nomoto, S. 2019, Numerical study on relationship between inertia and seismic earth thrust acting on abutment. In: Proc. of the 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering.

2. Seismic earth pressure on retaining structures in cohesive soils, Report submitted to the California Department of Transportation (Caltrans);Agusti;Report No. UCB GT,2013

3. Finite element analysis of retaining wall behavior;Clough;J. Soil Mech., ASCE,1971

4. Seismic behavior of flexible retaining system subjected to short duration moderately strong excitation;Gazetas;Soil Dyn. Earthq. Eng.,2004

5. Extension of Mononobe-Okabe theory to evaluate seismic active earth pressure supporting c-φ backfill;Ghosh;Electron. J. Geotech. Eng.,2012

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