Analytical Model for Failure Strength of Brittle Rocks under Triaxial Compression and Triaxial Extension-Reference-Cited by-同舟云学术

Analytical Model for Failure Strength of Brittle Rocks under Triaxial Compression and Triaxial Extension

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yu Hua¹^ORCID,Ng Kam²

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Wyoming, 1000 E. University Avenue, Laramie, WY 82071. (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Architectural Engineering and Construction Management, University of Wyoming, 1000 E. University Avenue, Laramie, WY 82071.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002334

Reference41 articles.

1. Prediction of Engineering Properties of Basalt Rock in Jordan Using Ultrasonic Pulse Velocity Test

2. Rock failure modes under uniaxial compression, Brazilian, and point load tests

3. Die mechanik der bleibenden Formanderung in kristallinisch aufgebauten Körpern;Böker R.;Ver. Deut. Ing. Mitt. Forsch.,1915

4. Practical Estimates of Tensile Strength and Hoek–Brown Strength Parameter m i of Brittle Rocks

5. A Failure Criterion for Rocks Based on True Triaxial Testing

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