Effect of Loading Rate and Water on the Dynamic Fracture Behavior of Sandstone under Impact Loadings-Reference-Cited by-同舟云学术

Effect of Loading Rate and Water on the Dynamic Fracture Behavior of Sandstone under Impact Loadings

Published:2021-08 Issue:8 Volume:21 Page:04021139
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Niu Caoyuan¹,Zhu Zheming²,Deng Shuai³,Ying Peng⁴,Qiu Hao⁵,Wang Fei⁴,Zhou Lei⁵

Affiliation:

1. Ph.D. Student, State Key Laboratory of Hydraulics and Mountain River Engineering, School of Architecture and Environment, Sichuan Univ., Chengdu 610065, China.

2. Professor, MOE Key Laboratory of Deep Underground Science and Engineering, School of Architecture and Environment, Sichuan Univ., Chengdu 610065, China (corresponding author).

3. Ph.D. Student, Failure Mechanics & Engineering Disaster Prevention and Mitigation, Key Laboratory of Sichuan Province, Sichuan Univ., Chengdu 610065, China.

4. Ph.D. Student, MOE Key Laboratory of Deep Underground Science and Engineering, School of Architecture and Environment, Sichuan Univ., Chengdu 610065, China.

5. MOE Key Laboratory of Deep Underground Science and Engineering, School of Architecture and Environment, Sichuan Univ., Chengdu 610065, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002046

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5. Crack initiation stress and strain of jointed rock containing multi-cracks under uniaxial compressive loading: A particle flow code approach;Fan X.;J. Central South Univ.,2015

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