Comparison of Intact Rock Strength Criteria for Pragmatic Design-Reference-Cited by-同舟云学术

Comparison of Intact Rock Strength Criteria for Pragmatic Design

Published:2017-04 Issue:4 Volume:143 Page:06016029
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bertuzzi Robert¹^ORCID,Douglas Kurt²,Mostyn Garry³

Affiliation:

1. Pells Sullivan Meynink, UNSW Australia, G3 56 Delhi Rd., North Ryde, NSW 2113, Australia (corresponding author). ORCID: .

2. UNSW Australia, School of Civil and Environmental Engineering, UNSW, Sydney, NSW 2052, Australia.

3. Pells Sullivan Meynink, UNSW Australia, G3 56 Delhi Rd., North Ryde, NSW 2113, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001644

Reference43 articles.

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3. Brown E. T. (2008). “Estimating the mechanical properties of rock masses.” SHIRMS 2008 Y. Potvin J. Carter A. Dyskin and R. Jeffrey eds. Australian Centre for Geomechanics Perth Australia 3–21.

4. Christensen R. M. (1997). “Yield functions/failure criteria for isotropic materials.” Proc. R. Soc. A 453(1962) 1473–1491.

5. A Two-Property Yield, Failure (Fracture) Criterion for Homogeneous, Isotropic Materials

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