Technical Papers
May 26, 2020

Frost Deformation and a Quasi-Elastic-Plastic-Creep Constitutive Model for Isotropic Freezing Rock

Publication: International Journal of Geomechanics
Volume 20, Issue 8

Abstract

Freeze–thaw weathering of rock masses in cold regions is mainly caused by the freezing deformation of rock exposed to subfreezing temperature. The deformation behavior of freezing rock is focused on in this research. The phase transition process of the water–ice system in freezing rock is analyzed. A time-dependent variable named freezing degree is applied to describe the percentage of water phase changed into ice in the rock. The mechanical character of the freezing rock is investigated based on compression tests of freezing sandstone. Accordingly, the strength and yield criteria for freezing rock are analyzed. Next, a quasi-elastic-plastic-creep model is proposed to describe the time-dependent behavior of freezing rock. The total strain of freezing rock is decomposed into three parts, including the thermal strain of the rock matrix, the strain caused by the confining pressure, and the freezing strain caused by the phase transition of water in the rock. The freezing degree function is applied in the constitutive model, which is further redeveloped using the programming language VC++. Finally, a tunnel in a cold region is simulated using the new constitutive model. The result indicates that the new model can simulate the time-dependent behavior of freezing rock.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This research is financially supported by the Youth Innovation Promotion Association CAS (No. 2017377), National Natural Science Foundation of China (Grant No. 51774267), and China National Key Basic Research Development Plan (973 Plan, No. 2014CB046900), which are highly acknowledged.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 8August 2020

History

Received: Feb 18, 2019
Accepted: Feb 24, 2020
Published online: May 26, 2020
Published in print: Aug 1, 2020
Discussion open until: Oct 26, 2020

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Authors

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Yongshui Kang [email protected]
Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071 Hubei, China. Email: [email protected]
Congcong Hou [email protected]
Master Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071 Hubei, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071 Hubei, China. Email: [email protected]
Quansheng Liu [email protected]
Professor, School of Civil Engineering and Architecture, Wuhan Univ., Wuhan, Hubei 430072, China (corresponding author). Email: [email protected]
Haomin Sang [email protected]
Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071 Hubei, China; Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
Yongchao Tian [email protected]
Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ., Wuhan, Hubei 430072, China. Email: [email protected]

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