Numerical Approach to Creep of Rock Based on the Numerical Manifold Method-Reference-Cited by-同舟云学术

Numerical Approach to Creep of Rock Based on the Numerical Manifold Method

Published:2018-11 Issue:11 Volume:18 Page:04018153
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yu Xian-Yang¹,Xu Tao²,Heap Michael³,Zhou Guang-Lei⁴,Baud Patrick⁵

Affiliation:

1. Ph.D. Candidate, Center for Rock Instability and Seismicity Research, School of Resources and Civil Engineering, Northeastern Univ., Shenyang 110819, China.

2. Professor, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China (corresponding author).

3. Associate Professor, Géophysique Expérimentale, Institut de Physique de Globe de Strasbourg (UMR 7516 CNRS, Univ. de Strasbourg/EOST), 5 rue René Descartes 67084 Strasbourg Cedex, France.

4. Ph.D. Candidate, Center for Rock Instability and Seismicity Research, Northeastern Univ., Shenyang 110819, China.

5. Professor, Géophysique Expérimentale, Institut de Physique de Globe de Strasbourg (UMR 7516 CNRS, Univ. de Strasbourg/EOST), 5 rue René Descartes 67084 Strasbourg Cedex, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001286

Reference52 articles.

1. Modeling progressive failures in rock slopes with non-persistent joints using the numerical manifold method

2. The damage mechanics of brittle solids in compression

3. Subcritical crack growth in geological materials

4. THE THEORY OF SUBCRITICAL CRACK GROWTH WITH APPLICATIONS TO MINERALS AND ROCKS

5. Damage accumulation during triaxial creep of darley dale sandstone from pore volumometry and acoustic emission

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