New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning-Reference-Cited by-同舟云学术

New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning

Published:2020-02 Issue:2 Volume:20 Page:06019022
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Jiang Quan¹,Yang Bing²,Yan Fei³,Liu Chang²,Shi Yingen²,Li Lifu²

Affiliation:

1. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

2. Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China.

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001575

Reference55 articles.

1. Modeling Spatial Structure of Rock Fracture Surfaces Before and After Shear Test: A Method for Estimating Morphology of Damaged Zones

2. Some effects of scale on the shear strength of joints

3. The shear strength of rock joints in theory and practice

4. Engineering classification of rock masses for the design of tunnel support

5. From empiricism, through theory, to problem solving in rock engineering

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