A New Apparatus for Testing Shear-Slip Properties of Rock Joint Subjected to Dynamic Disturbance-Reference-Cited by-同舟云学术

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A New Apparatus for Testing Shear-Slip Properties of Rock Joint Subjected to Dynamic Disturbance

Published:2024-04-03 Issue:5 Volume:64 Page:745-759
ISSN:0014-4851
Container-title:Experimental Mechanics
language:en
Short-container-title:Exp Mech

Author:

Yuan W.,Li J.C.,Zou C.J.,Zhao J.

Funder

National Natural Science Foundation of China

Innovative and Entrepreneurial Team Program of Jiangsu Province, China

Postgraduate Research & Practice Innovation Program of Jiangsu Province

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s11340-024-01060-2.pdf

Reference43 articles.

1. Hopkins DL (2000) The implications of joint deformation in analyzing the properties and behavior of fractured rock masses, underground excavations, and faults. Int J Rock Mech Min Sci 37(1):175–202. https://doi.org/10.1016/S1365-1609(99)00100-8

2. He MC, Cheng T, Qiao YF, Li HR (2022) A review of rockburst: experiments, theories, and simulations. J Rock Mech Geotech Eng 15:1312–1353. https://doi.org/10.1016/j.jrmge.2022.07.014

3. Jiang Y, Xiao J, Tanabashi Y, Mizokami T (2004) Development of an automated servo-controlled direct shear apparatus applying a constant normal stiffness condition. Int J Rock Mech Min Sci 41(2):275–286. https://doi.org/10.1016/j.ijrmms.2003.08.004

4. Konietzky H, Frühwirt T, Luge H (2012) A new large dynamic rock mechanical direct shear box device. Rock Mech Rock Eng 45(3):427–432. https://doi.org/10.1007/s00603-011-0214-x

5. Si XF, Luo Y, Luo S (2024) Influence of lithology and bedding orientation on failure behavior of D shaped tunnel. Theor Appl Fract Mech 129:104219. https://doi.org/10.1016/j.tafmec.2023.104219

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