Influence of temperature on the brittle failure of granite in deep tunnels determined from triaxial unloading tests

Guoqing ChenState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, China;State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, ChinaCorrespondence[email protected]

http://orcid.org/0000-0003-0426-2828

Tianbin LiState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, China

Guangming LiState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, China

Chang’an QinState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, China

Yonghua HeState Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, China

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Chuan Wang, Zaobao Liu, Hongyuan Zhou, Kaixuan Wang & Wanqing Shen. (2023) A novel true triaxial test device with a high-temperature module for thermal-mechanical property characterization of hard rocks. European Journal of Environmental and Civil Engineering 27:4, pages 1697-1714.
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Kai Wu, Songyu Liu, Weichen Sun, Guozhu Zhang & Zan Li. (2021) Temperature effects and heat transfer in granular soils by discrete element modeling of CPT. European Journal of Environmental and Civil Engineering 25:5, pages 835-856.
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Influence of temperature on the brittle failure of granite in deep tunnels determined from triaxial unloading tests

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Influence of temperature on the brittle failure of granite in deep tunnels determined from triaxial unloading tests

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