Numerical simulation and parametric analysis on a shallow tunnel in liquefiable ground subject to multiple shakings-Reference-Cited by-同舟云学术

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Numerical simulation and parametric analysis on a shallow tunnel in liquefiable ground subject to multiple shakings

Published:2024-08 Issue: Volume:183 Page:108802
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhang Jinghua^ORCID,Bilotta Emilio,Sun Qing,Yuan Yong

Publisher

Elsevier BV

Reference54 articles.

1. What is the maximum depth liquefaction can occur?;Stewart,1995

2. Dynamic analytical model for shaft-tunnel junction under P-SV waves;Zhang;Appl Math Model,2022

3. Analytical solution for seismic response of vertical shaft with primary and secondary linings under SH wave excitation;Zhang;Comput Geotech,2023

4. A study of liquefaction related damages on shield tunnels;Chou;Tunn Undergr Space Technol,2001

5. Liquefaction in Tohoku district during the 2011 off the Pacific Coast of Tohoku earthquake;Yamaguchi;Soils Found,2012

Cited by 1 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. The Influence of Earthquake Sequence Modes on Liquefaction-Induced Uplift Response of Underground Structures with Different Burial Depths;2024

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