Effect of lateral stress on shear strength of jointed hard rocks in true triaxial single-shear test-Reference-Cited by-同舟云学术

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Effect of lateral stress on shear strength of jointed hard rocks in true triaxial single-shear test

Published:2023-11-27 Issue:12 Volume:82 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Wang Gang,Feng Xia-Ting,Yang Chengxiang,Zhao Jun,Xiong Yongrun,Wang Jiarong

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-023-03479-8.pdf

Reference39 articles.

1. Alan P, Morris DA (2009) The importance of the effective intermediate principal stress (σ′2) to fault slip patterns. J Struct Geol 31(9):950–959. https://doi.org/10.1016/j.jsg.2008.03.013

2. Ban L, Tao Z, Du W, Hou Y (2023) A consecutive joint shear strength model considering the 3D roughness of real contact joint surface. Int J Min Sci Technol 33(5):617–624

3. Barton N (2013) Shear strength criteria for rock, rock joints, rockfill and rock masses: problems and some solutions. J Rock Mech Geotech Eng 5:249–261. https://doi.org/10.1007/978-3-642-32814-5_1

4. Du S, Lin H, Yong R, Liu G (2022) Characterization of joint roughness heterogeneity and its application in representative sample investigations. Rock Mech Rock Eng 1-25:3253–3277. https://doi.org/10.1007/s00603-022-02837-4

5. Feng XT, Kong R, Yang C, Zhang X, Wang Z, Han Q, Wang G (2020) A three-dimensional failure criterion for hard rocks under true triaxial compression. Rock Mech Rock Eng 53:103–111. https://doi.org/10.1007/s00603-019-01903-8

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