Recent Progress in the Cracking Mechanism and Control Measures of Tunnel Lining Cracking under the Freeze–Thaw Cycle

Author:

Yuan Peilong1,Ma Chao1,Liu Yuhang1,Qiu Junling1ORCID,Liu Tong2,Luo Yanping3,Chen Yunteng4

Affiliation:

1. School of Highway, Chang’an University, Xi’an 710064, China

2. School of Science, Xi’an University of Architecture and Technology, Xi’an 710055, China

3. Sichuan Chuanjiao Cross Road & Bridge Co., Ltd., Deyang 618300, China

4. Shaoxing Communications Investment Group Co., Ltd., Shaoxing 312000, China

Abstract

With the rapid increase in the scale and number of tunnels in cold regions, the frost damage problems, such as cracking of the lining structure under the action of freeze–thaw cycles are becoming increasingly prominent. This review article collects and sorts out the frost damage phenomena that occur in the lining structure of tunnels in cold regions under the action of freezing and thawing cycles, classifies the frost damage phenomena into structural frost damage and non-structural frost damage, and proposes that the research on the mechanism of lining frost damage and its prevention measures should focus on lining cracking. According to the damage degree of the freeze–thaw cycle to the lining structure and its influence on tunnel operation, the cracking mode and cracking stage of lining are introduced. The analysis focuses on the mechanism of cracking in lining structures subjected to freeze–thaw cycles, considering the external force caused by frost heaving, the alteration of mechanical properties in lining concrete, and the internal changes in the microstructure of the concrete. Additionally, the factors that contribute to the occurrence of lining cracking are summarized. Based on this, corresponding control measures have been organized to provide reference for the development of cracking of the lining structure under the action of freeze–thaw cycle.

Funder

the technical development project of Sichuan Chuanjiao cross Road & Bridge Co., Ltd.

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

Reference76 articles.

1. Investigation about variation law of frost heave force of seasonal cold region tunnels: A case study;Zhang;Front. Earth Sci.,2022

2. Study on the performance of the new composite thermal insulation lining for the railway operational tunnel in cold regions;Wang;Case Stud. Therm. Eng.,2022

3. Gao, Y. (2017). Research on Temperature Field Theory and Thermal Insulation Technology of High-Speed Railway Tunnel in Cold Regions. [Ph.D. Thesis, Southwest Jiaotong University].

4. Thermomechanical Coupling Analysis of the Lining Structure of the Tunnel Entrance in Cold Regions Based on Peridynamics;Ma;Int. J. Heat Technol.,2022

5. Sun, H.C., Shi, Z.H., Shi, J., and Feng, Z. (2004, January 25–28). Technology of waterproofing and drainage of Huashan Tunnel in high cold region. Proceedings of the International Symposium on Safety Science and Technology, Shanghai, China.

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