Deformation behavior of rectangular underground structures in liquefiable deposits correlated to ground motion intensity measures-Reference-Cited by-同舟云学术

Deformation behavior of rectangular underground structures in liquefiable deposits correlated to ground motion intensity measures

Published:2024-02 Issue: Volume:144 Page:105551
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yu Haitao^ORCID,Li Yanxi,Yuan Yong

Funder

Science and Technology Commission of Shanghai Municipality

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference61 articles.

1. Liquefaction resistance of soils from shear-wave velocity;Andrus;J. Geotech. Geoenviron. Eng.,2000

2. A measure of earthquake intensity;Arias,1970

3. Benjamin, J.R., 1988. A Criterion for Determining Exceedance of the Operating Basis Earthquake, Report No. EPRI NP-5930. Electrical Power Research Institute, Palo Alto, California, USA.

4. A Unified Finite Element Solution to Static and Dynamic Problems in Geomechanics;Chan,1988

5. Shaking table tests on a three-arch type subway station structure in a liquefiable soil;Chen;Bull. Earthq. Eng.,2015

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