Field and Numerical Investigation of High Wall Stability with Thin, Steeply Dipping Strata in an Underground Powerhouse-Reference-Cited by-同舟云学术

Field and Numerical Investigation of High Wall Stability with Thin, Steeply Dipping Strata in an Underground Powerhouse

Published:2020-06 Issue:6 Volume:20 Page:04020055
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Shuling¹,Ding Xiuli¹,Zhang Yuting²,Weng Yonghong³,Wu Yongjin⁴,Zhang Cunhui⁵

Affiliation:

1. Professor, Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430000, China.

2. Associate Professor, Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430000, China (corresponding author).

3. Professor, Changjiang Institute of Survey, Planning, Design and Research, Wuhan, Hubei 430071, China.

4. Associate Professor, Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430000, China.

5. Associate Professor, Changjiang Institute of Survey, Planning, Design and Research, Wuhan, Hubei 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001685

Reference18 articles.

1. Engineering classification of rock masses for the design of tunnel support

2. Study of reinforcement support mechanisms for wide-span horse-shoe-shaped openings in horizontally layered jointed rock using the distinct element method

3. Stability of Large Parallel Tunnels Excavated in Weak Rocks: A Case Study

4. Deformation characteristics and feedback analysis of surrounding rock of large underground powerhouses excavated in steeply dipping sedimentary rock strata;Ding X. L.;Chin. J. Rock Mech. Eng.,2008

5. Discrete element method modeling of inherently anisotropic rocks under uniaxial compression loading

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