Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks-Reference-Cited by-同舟云学术

Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks

Published:2020-06 Issue:6 Volume:20 Page:04020066
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cong Yu¹^ORCID,Wang Zaiquan²,Zheng Yingren²,Zhang Liming³

Affiliation:

1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Operative Innovation Center of Engineering Construction and Safety in Shandong Peninsula Blue Economic Zone, Qingdao Univ. of Technology, Qingdao 266033, China (corresponding author). ORCID: .

2. School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, China.

3. School of Science, Qingdao Univ. of Technology, Qingdao 266033, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001647

Reference18 articles.

1. Research on Influences of Unloading Rate on Rock Damage and Failure under Confining Pressure Unloading

2. Comparison of the characteristics of rock salt exposed to loading and unloading of confining pressures

3. Experimental study on microscopic parameters of brittle materials based on particle flow theory;Cong Y.;Chin. J. Geotech. Eng.,2015