Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model-Reference-Cited by-同舟云学术

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Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model

Published:2021-08 Issue:8 Volume:21 Page:04021137
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Hao¹,Zhang Yuchen²,Zhou Xiaoping³

Affiliation:

1. Associate Professor, School of Civil Engineering, Wuhan Univ., Wuhan, Hubei 430072, PR China.

2. Doctoral Candidate, School of Civil Engineering, Wuhan Univ., Wuhan, Hubei 430072, PR China.

3. Professor, School of Civil Engineering, Wuhan Univ., Wuhan, Hubei 430072, PR China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002071

Reference48 articles.

1. Brittle creep, damage, and time to failure in rocks;Amitrano D.;J. Geophys. Res.: Solid Earth,2006

2. The squeezing potential of rock around tunnels: Theory and prediction with examples taken from Japan;Aydan O.;Rock Mech. Rock Eng.,1996

3. ISRM Suggested Methods for Determining the Creep Characteristics of Rock

4. Squeezing rocks in tunnels;Barla G.;ISRM News J.,1995

5. Time dependent deformations in squeezing tunnels;Barla G.;Int. J. Geoeng. Case Hist.,2010

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