Centrifuge and numerical modeling of the behavior of homogeneous embankment on liquefiable soil subjected to dynamic excitation-Reference-Cited by-同舟云学术

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Centrifuge and numerical modeling of the behavior of homogeneous embankment on liquefiable soil subjected to dynamic excitation

Published:2023-09 Issue: Volume:172 Page:107999
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Saade Chedid^ORCID,Li Zheng^ORCID,Escoffier Sandra^ORCID,Thorel Luc^ORCID

Funder

Université Gustave Eiffel

Conseil Régional des Pays de la Loire

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference94 articles.

1. 20 - Embankments and dams;Wu,2012

2. Modélisation numérique du mécanisme de liquéfaction des sols : application aux ouvrages hydrauliques;Veylon,2017

3. Damage to the ground and earth structures by the niigata earthquake of June 16, 1964;Kawakami;Soils Found,1966

4. Performance of earth dams during earthquakes;Seed;Int Water Power Dam Construct,1980

5. The chilean earthquakes of May 1960;Duke;Science,1960

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3. Experimental study of the kinematic interaction between a cohesive soil and a group of rigid inclusions through dynamic centrifuge tests;Japanese Geotechnical Society Special Publication;2024

4. Numerical Study on the Dynamic Response Characteristics of Liquefiable Silty Sand-Rock Composite Strata – Tunnel System Under the Influence of the Vibration of a Shield Cutter-Head by the Coupled Effective Stress Model;2023

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