Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand-Reference-Cited by-同舟云学术

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Seismic performance of sheet pile walls in liquefiable soil using centrifuge tests and an assessment of nonlinear effective stress analysis using PM4Sand

Published:2024-08 Issue: Volume:183 Page:108777
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Manandhar Satish^ORCID,Lee Seung-Rae,Manzari Majid T.,Cho Gye-Chun

Funder

Korea Advanced Institute of Science and Technology

Publisher

Elsevier BV

Reference80 articles.

1. Seismic response of port and harbor facilities;Werner,1982

2. Seismic design Guidelines for port structures,2001

3. Seismic design and performance of retaining structures;Iai;Earth Retention Conference,2010

4. Evaluation of performance of port structures during earthquakes;Iai;Soil Dynam Earthq Eng,2019

5. Improved method for the seismic design of anchored steel sheet pile walls;Caputo;J Geotech Geoenviron Eng,2021

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