Estimation of Elastic Compliance Matrix of Rock Mass Containing Penny-Shaped Fractures-Reference-Cited by-同舟云学术

Estimation of Elastic Compliance Matrix of Rock Mass Containing Penny-Shaped Fractures

Published:2019-05 Issue:5 Volume:19 Page:06019007
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Jianping¹,Chen Weizhong²,Yang Diansen³,Wu Guojun¹

Affiliation:

1. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China.

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China; Professor, Research Centre of Geotechnical and Structural Engineering, Shandong Univ., Jinan, Shandong 250061, China (corresponding author).

3. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Science, Wuhan, Hubei 430071, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001385

Reference37 articles.

1. A three-dimensional equivalent continuum constitutive model for jointed rock masses containing up to three random joint sets

2. Amadei B. and R. E. Goodman. 1981. “A 3-D constitutive relation for fractured rock masses.” In Proc. Int. Symp. on the Mechanical Behavior of Structured Media 249–268. New York: Elsevier.

3. Estimation of fracture parameters from reflection seismic data—Part I: HTI model due to a single fracture set

4. Fundamentals of rock joint deformation

5. Some new Q-value correlations to assist in site characterisation and tunnel design

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