A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure-Reference-Cited by-同舟云学术

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A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure

Published:2023-05 Issue:5 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Xiaozhao¹^ORCID,Yan Huaiwei²,Che Xing²

Affiliation:

1. Associate Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China (corresponding author). ORCID: .

2. Master’s Student, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7939

Reference28 articles.

1. A novel test device for the direct measurement of tensile strength of rock using ring shape sample

2. The damage mechanics of brittle solids in compression

3. Time-sensitivity mechanism of rock stress memory properties under tensile stress

4. Elastic moduli of a cracked solid

5. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations

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