Coupled Seepage and Stress Model and Experiment Verification for Creep Behavior of Soft Rock-Reference-Cited by-同舟云学术

Coupled Seepage and Stress Model and Experiment Verification for Creep Behavior of Soft Rock

Published:2020-09 Issue:9 Volume:20 Page:04020146
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Cuiying¹,Yu Lei¹,You Fanfan²,Liu Zhen³^ORCID,Liang Yanhao⁴,Zhang Lihai⁵^ORCID

Affiliation:

1. School of Civil Engineering, Research Center for Geotechnical Engineering and Information Technology, Sun Yat-sen Univ., Guangzhou 510275, China.

2. Research Center for Geotechnical Engineering and Information Technology, Sun Yat-sen Univ., Guangzhou 510275, China.

3. School of Civil Engineering, Research Center for Geotechnical Engineering and Information Technology, Sun Yat-sen Univ., Guangzhou 510275, China (corresponding author). ORCID: .

4. School of Civil Engineering, Research Center for Geotechnical Engineering and Information Technology, Sun Yat-sen Univ., Guangzhou 510275, China. ORCID: .

5. Dept. of Infrastructure Engineering, The Univ. of Melbourne, Melbourne, VIC 3010, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001774

Reference63 articles.

1. Triple-porosity systems for representing naturally fractured reservoirs;Abdassah D.;SPE Form. Eval.,1986

2. Subcritical crack growth in geological materials

3. An internal variable model for the creep of rocksalt

4. Basic concepts in the theory of seepage of homogeneous liquids in fissured rocks;Barenblatt G. I.;Prikl. Mat. Mekh.,1960

5. Strength, deformation and conductivity coupling of rock joints

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