Influence of Wavelength-to-Excavation Span Ratio on Dynamic Failure Characteristics of a Deep-Buried Tunnel Subjected to Disturbance-Reference-Cited by-同舟云学术

Influence of Wavelength-to-Excavation Span Ratio on Dynamic Failure Characteristics of a Deep-Buried Tunnel Subjected to Disturbance

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:

Mei Wanquan¹,Xia Yuanyou²,Pan Pengzhi³^ORCID,Li Mei⁴,Han Gaosheng¹

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, Hubei 430070, China.

2. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan, Hubei 430070, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China. ORCID:

4. Associate Professor, School of Resources and Environmental Engineering, Wuhan Univ. of Technology, Wuhan, Hubei 430070, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002509

Reference75 articles.

1. On the Laguerre method for numerically inverting Laplace transforms;Abate J.;INFORMS J. Comput.,1996

2. Multi-precision Laplace transform inversion

3. Diffraction of steady elastic waves by surfaces of arbitrary shape;Banaugh R. P.;J. Appl. Mech.,1963

4. Diffraction of a pressure wave by a cylindrical cavity in an elastic medium;Baron M. L.;J. Appl. Mech.,1961

5. Displacements and velocities produced by the diffraction of a pressure wave by a cylindrical cavity in an elastic medium;Baron M. L.;J. Appl. Mech.,1962

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