A New Criterion for Peak Shear Strength of Rock Joints with a 3D Roughness Parameter-Reference-Cited by-同舟云学术

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A New Criterion for Peak Shear Strength of Rock Joints with a 3D Roughness Parameter

Published:2019-11-19 Issue:4 Volume:53 Page:1755-1775
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Ban Liren,Qi Chengzhi,Chen Haoxiang,Yan Fayuan,Ji Chenmeng

Funder

National Natural Science Foundation of China

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/s00603-019-02007-z.pdf

Reference29 articles.

1. Ban LR, Zhu C, Qi CZ et al (2018) New Roughness Parameters for rock joints. Bull Eng Geol Environ. https://doi.org/10.1007/s10064-018-1394-3

2. Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54

3. Belem T, Homand-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33(4):217–242

4. Berry MV, Lewis ZV (1980) On the Weierstrass–Mandelbrot fractal function. Proc R Soc A Math Phys Eng Sci 370(1743):459–484

5. Chen SJ, Zhu WC, Yu QL et al (2016) Characterization of anisotropy of joint surface roughness and aperture by variogram approach based on digital image processing technique. Rock Mech Rock Eng 49(3):855–876

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