Three-Dimensional Creep Constitutive Model of Transversely Isotropic Rock-Reference-Cited by-同舟云学术

Three-Dimensional Creep Constitutive Model of Transversely Isotropic Rock

Published:2021-08 Issue:8 Volume:21 Page:04021124
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Lielie¹,Guan Junfeng²,Xiao Mingli³^ORCID,Zhuo Li⁴

Affiliation:

1. School of Civil Engineering and Communication, North China Univ. of Water Resources and Electric Power, Zhengzhou, Henan 450045, P. R. China.

2. School of Civil Engineering and Communication, North China Univ. of Water Resources and Electric Power, Zhengzhou, Henan 450045, P. R. China (corresponding author).

3. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, P. R. China. ORCID: .

4. State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002111

Reference24 articles.

1. Steady-state creep of fiber-reinforced composites: constitutive equations and computational issues

2. A theory of anisotropic steady-state creep

3. Betten, J. 2008. Creep mechanics. 3rd ed. Berlin: Springer.

4. The three processes of brittle crystalline rock creep

5. Deformation and strength anisotropy of Asan gneiss, Boryeong shale, and Yeoncheon schist

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