Numerical Investigation of Damage Evolution and Localized Fracturing of Brittle Rock in Compression-Reference-Cited by-同舟云学术

Numerical Investigation of Damage Evolution and Localized Fracturing of Brittle Rock in Compression

Published:2017-10 Issue:5 Volume:31 Page:04017065
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Xu Tao¹,Yang Shengqi²,Chen Chongfeng³,Yang Tianhong⁴,Zhang Penghai⁵,Liu Honglei⁶

Affiliation:

1. Professor, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China (corresponding author).

2. Professor, State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China.

3. Ph.D. Student, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China.

4. Professor, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China.

5. Postdoctoral, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China.

6. Lecturer, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001061

Reference65 articles.

1. Brittle creep, damage, and time to failure in rocks

2. Damage evolution, localization and failure of solids subjected to impact loading

3. Non-linear shear strength for rock, rock joints, rockfill and interfaces

4. Size Effect in Blunt Fracture: Concrete, Rock, Metal

5. Identification of strain-softening constitutive relation from uniaxial tests by series coupling model for localization

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