Anisotropic Strength, Deformability, and Failure Behavior of Artificial Columnar Jointed Rock Masses under Triaxial Compression-Reference-Cited by-同舟云学术

Anisotropic Strength, Deformability, and Failure Behavior of Artificial Columnar Jointed Rock Masses under Triaxial Compression

Published:2023-03 Issue:3 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Tao¹,Xu Weiya²,Wang Huanling³,Yan Long⁴,Xu Jianrong⁵

Affiliation:

1. Ph.D. Student, Research Institute of Geotechnical Engineering, Hohai Univ., Nanjing 210098, PR China; Ph.D. Student, Laboratory of Multiscale and Multiphysics Mechanics, Univ. of Lille, LaMcube, Lille 59000, France.

2. Professor, Research Institute of Geotechnical Engineering, Hohai Univ., Nanjing 210098, PR China (corresponding author).

3. Professor, Research Institute of Geotechnical Engineering, Hohai Univ., Nanjing 210098, PR China.

4. Associate Professor, Research Institute of Geotechnical Engineering, Hohai Univ., Nanjing 210098, PR China.

5. Professorate Senior Engineer, Huadong Engineering Corporation Limited, Power China, 201 Gaojiao Rd., Hangzhou, Jiangzhe 310014, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004629

Reference19 articles.

2. Microseismic Monitoring of the Left Bank Slope at the Baihetan Hydropower Station, China

3. Mechanical damage of an anisotropic porous rock in cyclic triaxial tests

4. Order and disorder in columnar joints

5. Experimental investigation of the scaling of columnar joints

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