Experimental Investigation and Numerical Modeling of Coupled Elastoplastic Damage and Permeability of Saturated Hard Rock-Reference-Cited by-同舟云学术

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Experimental Investigation and Numerical Modeling of Coupled Elastoplastic Damage and Permeability of Saturated Hard Rock

Published:2021-01-02 Issue:3 Volume:54 Page:1151-1169
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Jia Chaojun^ORCID,Zhang Sheng,Xu Weiya

Funder

National Outstanding Youth Science Fund Project of National Natural Science Foundation of China

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-020-02319-5.pdf

Reference53 articles.

1. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Geotechnique 40:405–430

2. Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstracts 20:249–268

3. Basista M, Gross D (1998) The sliding crack model of brittle deformation: an internal variable approach. Int J Solids Struct 35:487–509. https://doi.org/10.1016/s0020-7683(97)00031-0

4. Bian H, Jia Y, Pontiroli C, Shao J-F (2018) Numerical modeling of the elastoplastic damage behavior of dry and saturated concrete targets subjected to rigid projectile penetration. Int J Numer Anal Meth Geomech 42:312–338. https://doi.org/10.1002/nag.2744

5. Biot M, Willis D (1957) The elastic coefficients of the theory of consolidation. J Appl Mech 24:594–601

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