A model for characterization of crack closure stage in stress–strain curves of Suizhou granite after exposure to various thermal shocks-Reference-Cited by-同舟云学术

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A model for characterization of crack closure stage in stress–strain curves of Suizhou granite after exposure to various thermal shocks

Published:2024-05-15 Issue:6 Volume:83 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhu Zhennan,Yang Shengqi,Ranjith Pathegama Gamage,Tian Nuocheng,Xie Jingyu^ORCID,Yuan Yilong,Tian Hong,Jiang Guosheng,Dou Bin

Funder

National Natural Science Foundation of China

Postdoctoral Research Foundation of China

Open Research Fund Program of Key Laboratory of Deep Geothermal Resources, Ministry of Natural Resources

Open Research Fund of Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education

Engineering Research Center of Nano-Geomaterials, Ministry of Education

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10064-024-03685-y.pdf

Reference58 articles.

1. Aliyu MD, Archer RA (2021) Numerical simulation of multifracture HDR geothermal reservoirs. Renew Energy 164:541–555

2. Bai Y, Shan RL, Ju Y, Wu YX, Sun PF, Wang ZE (2020) Study on the mechanical properties and damage constitutive model of frozen weakly cemented red sandstone. Cold Reg Sci Technol 171:102980

3. Breede K, Dzebisashvili K, Liu XL, Falcone G (2013) A systematic review of enhanced (or engineered) geothermal systems: past, present and future. Geotherm Energy 1:4

4. Cai M, Kaiser PK, Tasaka Y, Maejima T, Morioka H, Minami M (2004) Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. Int J Rock Mech Min Sci 41(5):833–847

5. Cao W, Tan X, Zhang C, He M (2019) Constitutive model to simulate full deformation and failure process for rocks considering initial compression and residual strength behaviors. Can Geotech J 56(5):649–661

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