A viscoelastic, viscoplastic, and viscodamage constitutive model of salt rock for underground energy storage cavern-Reference-Cited by-同舟云学术

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A viscoelastic, viscoplastic, and viscodamage constitutive model of salt rock for underground energy storage cavern

Published:2020-03 Issue: Volume:119 Page:103288
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Deng Jianqiang,Liu Yaoru^ORCID,Yang Qiang,Cui Wei,Zhu Yinbang,Liu Yi,Li Bingqi

Funder

National Natural Science Foundation for Young Scientists of China, China

Open Research Fund Program of the State Key Laboratory of Hydroscience and Engineering of Tsinghua University, China

National Natural Science Foundation of China, China

Special Scientific Research Project of the China Institute of Water Resources and Hydropower Research, China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference54 articles.

1. Recovery and healing of damage in WIPP salt;Chan;Int J Damage Mech.,1998

2. Rock salt—the mechanical properties of the host rock material for a radioactive waste repository;Hunsche;Eng Geol.,1999

3. Conduct and interpretation of gas permeability measurements in rock salt;Stormont;Int J Rock Mech Min.,1997

4. Urai JL, Spiers CJ, Zwart HJ, Lister GS. Weakening of rock salt by water during long-term creep. 1986.

5. Large-scale hydrogen energy storage in salt caverns;Ozarslan;Int J Hydrogen Energ.,2012

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