Analytic Method of Stress Analysis for an Orthotropic Rock Mass with an Arbitrary-Shaped Tunnel-Reference-Cited by-同舟云学术

Analytic Method of Stress Analysis for an Orthotropic Rock Mass with an Arbitrary-Shaped Tunnel

Published:2015-08 Issue:4 Volume:15 Page:04014068
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lu Aizhong¹,Zhang Ning²,Zhang Xiaoli³,Lu Donghai³,Li Weisheng³

Affiliation:

1. Professor, Institute of Hydroelectric and Geotechnical Engineering, North China Electric Power Univ., Beijing 102206, P.R. China (corresponding author).

2. Lecturer, Institute of Hydroelectric and Geotechnical Engineering, North China Electric Power Univ., Beijing 102206, P.R. China.

3. Graduate Student Researcher, Institute of Hydroelectric and Geotechnical Engineering, North China Electric Power Univ., Beijing 102206, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000408

Reference25 articles.

1. Rock Anisotropy and the Theory of Stress Measurements

2. Amadei B. and Goodman R. E. (1981). “A 3D constitutive relation for fractured rock masses.” Proc. Int. Symp. on Mechanical Behavior of Structured Media Balkema Rotterdam Netherlands 249–268.

3. Erdogan M. and Ibrahim G. (2005). The finite element method and applications in engineering using Ansys Springer New York.

4. Effective elastic properties for a randomly jointed rock mass

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