Numerical Analysis of Degradation Characteristics for Heterogeneous Rock under Coupled Thermomechanical Conditions-Reference-Cited by-同舟云学术

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Numerical Analysis of Degradation Characteristics for Heterogeneous Rock under Coupled Thermomechanical Conditions

Published:2019-10 Issue:10 Volume:19 Page:04019111
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Weng Lei¹^ORCID,Wu Zhijun²,Liu Quansheng³

Affiliation:

1. Assistant Research Fellow, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China. ORCID: .

2. Professor, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China (corresponding author).

3. Professor, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001492

Reference67 articles.

1. The FEBEX benchmark test: case definition and comparison of modelling approaches

2. Bauer S. J. M. Friedman and J. Handin. 1981. “Effects of water-saturation on strength and ductility of three igneous rocks at effective pressures to 50 MPa and temperatures to partial melting.” In Proc. 22nd U.S. Symp. on Rock Mechanics. Alexandria VA: American Rock Mechanics Association. https://doi.org/10.2172/5673638.

3. Temperature influence on the physical and mechanical properties of a porous rock: San Julian's calcarenite

4. Experimental and Numerical Investigation of Permeability Evolution with Damage of Sandstone Under Triaxial Compression

5. Numerical modeling of coupled thermo-mechanical response of a rock pillar

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