Investigation of the Longitudinal Mechanical Response of Pipeline or Tunnel Under Reverse Fault Dislocation-Reference-Cited by-同舟云学术

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Investigation of the Longitudinal Mechanical Response of Pipeline or Tunnel Under Reverse Fault Dislocation

Published:2023-06-03 Issue:9 Volume:56 Page:6237-6259
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Tao Lianjin,Wang Zhigang,Shi Cheng,Zhang Haixiang

Funder

National Key R & D Program of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s00603-023-03371-7.pdf

Reference46 articles.

1. Ahmadi M, Moosavi M, Jafari MK (2018) Experimental investigation of reverse fault rupture propagation through wet granular soil. Eng Geol 239:229–240. https://doi.org/10.1016/j.enggeo.2018.03.032

2. Asakura T, Sato Y (1996) Damage to mountain tunnels in hazard area. Soils Found. https://doi.org/10.3208/sandf.36.special_301

3. Baziar MH, Nabizadeh A, Jung Lee C, Yi Hung W (2014) Centrifuge modeling of interaction between reverse faulting and tunnel. Soil Dyn Earthq Eng 65:151–164. https://doi.org/10.1016/j.soildyn.2014.04.008

4. Cai QP, Ng CWW (2013) Analytical approach for estimating ground deformation profile induced by normal faulting in undrained clay. Can Geotech J 50:413–422. https://doi.org/10.1139/cgj-2012-0145

5. Chang YY, Lee CJ, Huang WC et al (2015) Evolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sand. Eng Geol 184:52–70. https://doi.org/10.1016/j.enggeo.2014.10.023

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