Closed-Form Solution to the Poromechanics of Deep Arbitrary-Shaped Openings Subjected to Rock Mass Alteration-Reference-Cited by-同舟云学术

Closed-Form Solution to the Poromechanics of Deep Arbitrary-Shaped Openings Subjected to Rock Mass Alteration

Published:2020-12 Issue:12 Volume:20 Page:04020223
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Dong Xiangjian¹^ORCID,Karrech Ali²,Basarir Hakan³^ORCID,Elchalakani Mohamed⁴,Qi Chongchong⁵

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009, Australia. ORCID: .

2. Associate Professor, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009, Australia (corresponding author).

3. Associate Professor, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Perth WA 6009, Australia; Dept. of Petroleum and Geosciences, Norwegian Univ. of Science and Technology, Trondheim, Norway. ORCID: .

4. Senior Lecturer, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009, Australia.

5. Ph.D. Candidate, Dept. of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy, Crawley, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001875

Reference47 articles.

1. Drained pore modulus and biot coefficient from pore-scale digital rock simulations;Ahmed S.;Int. J. Rock Mech. Min. Sci.,2019

2. The elastic coeff cients of the theory of consolidation;Biot M.;J. Appl. Mech.,1957

3. Effect of pore water pressure on tunnel support during static and seismic loading

4. Stresses in finite anisotropic plate weakened by rectangular hole;Chauhan M. M.;Int. J. Mech. Sci.,2015

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