Effect of Partially Imperfect Interface on Dynamic Response of a Circular Lined Tunnel in an Elastic Half-Space Subjected to Plane SH Waves-Reference-Cited by-同舟云学术

Effect of Partially Imperfect Interface on Dynamic Response of a Circular Lined Tunnel in an Elastic Half-Space Subjected to Plane SH Waves

Published:2022-10 Issue:10 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Yu¹,Zhang Ning²^ORCID,Huang Changxi³,Dai Denghui⁴,Chen Xin⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

2. Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). ORCID: .

3. Engineer, Dongguan Comprehensive Traffic Operation Command Center, Dongguan 523125, China.

4. Associate Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China.

5. Lecturer, School of Civil Engineering, Suzhou Univ. of Science and Technology, Suzhou 215011, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002549

Reference51 articles.

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3. Dynamic response of twin circular tunnels due to incident SH-waves;Balendra T.;Earthquake Eng. Struct. Dyn.,1984

4. Effects of a V-shaped canyon with a circular underground structure on surface ground motions under SH wave propagation;Chen X.;Soil Dyn. Earthquake Eng.,2019

5. Damage characteristics and influence factors of mountain tunnels under strong earthquakes;Chen Z. Y.;Nat. Hazard.,2012

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