Dynamic Stress Concentration and Particle Velocity Response of a Composite Lining Tunnel with Imperfect Interfaces Subjected to Blasting P Waves-Reference-Cited by-同舟云学术

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Dynamic Stress Concentration and Particle Velocity Response of a Composite Lining Tunnel with Imperfect Interfaces Subjected to Blasting P Waves

Published:2023-11 Issue:11 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Yu¹,Zhang Ning²^ORCID,Dai Denghui³,Chen Xin⁴^ORCID

Affiliation:

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

2. Professor, College of Civil Engineering, Anhui Jianzhu Univ., Hefei 230601, China (corresponding author). ORCID: .

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

4. Lecturer, School of Civil Engineering, Suzhou Univ. of Science and Technology, Suzhou 215011, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8361

Reference35 articles.

1. Rigorous solution for kinematic response of floating piles subjected to vertical P-wave

2. Numerical study on tunnel damage subject to blast-induced shock wave in jointed rock masses

3. Aseismic Performance Analysis of Composite Lining Embedded in Saturated Poroelastic Half Space

4. Characterization of Joint Roughness Heterogeneity and Its Application in Representative Sample Investigations

5. Impacts of bench blasting vibration on the stability of the surrounding rock masses of roadways

Cited by 2 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. Transient response of semi-elliptical hill with an elliptical tunnel under blast and seismic loading;Soil Dynamics and Earthquake Engineering;2024-09

2. Analysis of Wave Propagation Across Layered Rock Masses Considering Multiple Reflection Effects;Rock Mechanics and Rock Engineering;2024-05-15

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