Effect of Cyclic Loading on the Shear Behaviours of Both Unfilled and Infilled Rough Rock Joints Under Constant Normal Stiffness Conditions-Reference-Cited by-同舟云学术

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Effect of Cyclic Loading on the Shear Behaviours of Both Unfilled and Infilled Rough Rock Joints Under Constant Normal Stiffness Conditions

Published:2019-06-21 Issue:1 Volume:53 Page:31-57
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Han Guansheng,Jing Hongwen,Jiang Yujing,Liu Richeng,Wu Jiangyu

Publisher

Springer Science and Business Media LLC

Subject

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

Link

http://link.springer.com/content/pdf/10.1007/s00603-019-01866-w.pdf

Reference45 articles.

1. Adler PM, Thovert JF, Mourzenko VV (2013) Fractured porous media. Oxford University Press, Oxford

2. Bahaaddini M (2017) Effect of boundary condition on the shear behaviour of rock joints in the direct shear test. Rock Mech Rock Eng 50(5):1141–1155

3. Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332

4. Belem T, Souley M, Homand F (2007) Modeling surface roughness degradation of rock joint wall during monotonic and cyclic shearing. Acta Geotech 2(4):227–248

5. Belem T, Souley M, Homand F (2009) Method for quantification of wear of sheared joint walls based on surface morphology. Rock Mech Rock Eng 42(6):883–910

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2. Experimental investigation on the cyclic shear behavior of intermittent joints;International Journal of Rock Mechanics and Mining Sciences;2024-09

3. Shear behaviors of intermittent joints subjected to shearing cycles under constant normal stiffness conditions: Effects of loading parameters;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

4. Shearing characteristics and instability mechanisms of rough rock joints under cyclic normal loading conditions;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

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