Statistical Micromechanics-Based Modeling for Low-Porosity Rocks under Conventional Triaxial Compression-Reference-Cited by-同舟云学术

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Statistical Micromechanics-Based Modeling for Low-Porosity Rocks under Conventional Triaxial Compression

Published:2018-05 Issue:5 Volume:18 Page:04018019
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhao Heng¹,Zhou Shuai²,Zhao Minghua³,Shi Caijun⁴

Affiliation:

1. Assitant Professor, Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, People’s Republic of China (corresponding author).

2. Ph.D. Candidate, Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, People’s Republic of China.

3. Professor, Institute of Geotechnical Engineering, Hunan Univ., Changsha 410082, People’s Republic of China.

4. Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, People’s Republic of China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001121

Reference54 articles.

1. A porosity-dependent inelastic criterion for engineering materials

2. Activation energy based extreme value statistics and size effect in brittle and quasibrittle fracture

3. Experimental characterisation of the localisation phenomenon inside a Vosges sandstone in a triaxial cell

4. Bifurcation of elastoplastic solids to shear band mode at finite strain

5. Determination of residual strength parameters of jointed rock masses using the GSI system

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