Experimental Study on the Strength Failure Characteristics of Columnar Jointed Rock Masses under Three-Dimensional Stress-Reference-Cited by-同舟云学术

Experimental Study on the Strength Failure Characteristics of Columnar Jointed Rock Masses under Three-Dimensional Stress

Published:2021-04-02 Issue:7 Volume:25 Page:2411-2425
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Zhu Zhende,Lu Wenbin^ORCID,He Yanxin^ORCID,Que Xiangcheng

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-021-0821-3.pdf

Reference40 articles.

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2. Brown ET (1970) Strength of models of rock with intermittent joints. Journal of Soil Mechanics and Foundations Division 96(SM6): 1935–1949

3. Chao Z, Ma G, Hu X, Luo G (2020) Research on anisotropic permeability and porosity of columnar jointed rock masses during cyclic loading and unloading based on physical model experiments. Bulletin of Engineering Geology and The Environment 2020:1–22, DOI: https://doi.org/10.1007/s10064-020-01892-x

4. Cramer ML, Black MT (1983) Design and construction of a block test in closely jointed rock. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 21(2):1–15

5. Di SJ, Zheng WT, Zhang JK (2011) Back analysis on mechanical deformation parameters of columnar jointed rock mass. Applied Mechanics & Materials 55–57:1947–1950, DOI: https://doi.org/10.4028/www.scientific.net/AMM.55-57.1947

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