Experimental Study on Long-Term Strength and Creep Characteristics of Sandstone Under Different Water Content and Confining Pressure-Reference-Cited by-同舟云学术

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Experimental Study on Long-Term Strength and Creep Characteristics of Sandstone Under Different Water Content and Confining Pressure

Published:2024-07-31 Issue: Volume: Page:
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Miao Chengyu,Jiang Ming,Wang Lei,Yang Jinkun,Sun Xiaoming^ORCID

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities

Henan International Joint Laboratory of Dynamics of Impact and Disaster of Engineering Structures, Nanyang Institute of Technology

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s00603-024-03995-3.pdf

Reference56 articles.

1. Chen ZJ, Kang WF, Huang JF (1991) Locked in stresses, creep and dilatancy of rocks, and constitutive equations. Chin J Rock Mech Eng 4:299–312

2. Chen CF, Xu T, Heap MJ, Baud P (2018) Influence of unloading and loading stress cycles on the creep behavior of Darley Dale Sandstone. Int J Rock Mech Min Sci 112:55–63

3. Chen PZ, Tang SB, Liang X, Zhang YJ, Tang CN (2021) The influence of immersed water level on the short-and long-term mechanical behavior of sandstone. Int J Rock Mech Min Sci 138:104631

4. Chen GB, Li Y, Li T, Zhang GH (2023) Experimental study on the mechanical properties of intermittent jointed sandstone considering water–rock interaction and confining pressure effect. B Eng Geol Environ 82(4):113

5. Damjanac B, Fairhurst C (2010) Evidence for a long-term strength threshold in crystalline rock. Rock Mech Rock Eng 43:513–531

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