Rock and Soil Mechanics ›› 2026, Vol. 47 ›› Issue (4): 1323-1339.doi: 10.16285/j.rsm.2025.1184

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

A hyper-viscoelastic aging model of waterproof sealing gasket material for shield tunnel and its application

WANG Yu-xuan1, 2, YANG Jian-ping1, ZENG Zhi-hua3, YE Wei1, 2, CHEN Wei-zhong1, YIN Li-qiang3   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 2. University of Chinese Academy of Sciences, Beijing 100049, China; 3. PipeChina Engineering Technology Innovation Co. Ltd., Tianjin 300457, China
  • Received:2025-11-03 Accepted:2026-01-28 Online:2026-04-13 Published:2026-04-16
  • Supported by:
    This work was supported by the National Key R&D Program of China (2024YFF0508203).

Abstract: The aging of EPDM sealing gasket for shield tunnel segment joints during operation will lead to stress relaxation and attenuation of waterproof performance. The current rubber aging model cannot evaluate the long-term stress relaxation of waterproof gasket under non-uniform compression. In this paper, a hyper-viscoelastic aging model of long-term stress relaxation of rubber at different temperatures and strain levels is established by theoretical method, and numerical implementation is carried out in the ABAQUS. The aging test and waterproof test of sealing gasket are further carried out, showing that the waterproof performance of the waterproof gasket aging for 3 days under the condition that joint opening 6 mm, no dislocation and 70 °C is about 27% of the unaged gasket.The results obtained from numerical simulations based on the aging model align well with the stress relaxation test results of sealing gaskets and the waterproof performance test results of aged sealing gaskets, verifying the applicability of the super-viscoelastic aging model in evaluating the long-term mechanical and waterproof performance of sealing gasket components in shield tunnel segment joints. The evaluation results of the aging model after numerical implementation indicate that the sealing gasket, after being aged for 3 days under the condition of 70℃ and a joint opening of 5 mm, corresponds to a service life of 91 years under the condition of 25℃ and a joint opening of 5 mm. Finally, the long-term waterproof performance of gasket in Nanhu Tunnel is analyzed, showing that the waterproof performance can reach 0.8 MPa after 100 years of service in 25 ℃ when joint opening is smaller than 7 mm, which meets design requirement.

Key words: shield tunnel, waterproof sealing gasket, aging, stress relaxation, hyper-viscoelastic aging model

CLC Number: 

  • U 457
[1] ZENG Zhao-tian, LIN Ming-yu, SUN De-an, SHAO Jie-sheng, CAO Shan-shan, ZHAO Chang-you, JIN Lin. Temporal influence of thermal ageing on thermal conductivity of bentonite buffer layer materials under high temperature conditions [J]. Rock and Soil Mechanics, 2026, 47(1): 171-182.
[2] HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846.
[3] XU Jiang, LI Ai-feng, PENG Shou-jian, CHEN Yi-an, TANG Yang, HOU Ya-bin, LUO Li-wei, . Numerical simulation method for time-dependent behavior of rock based on generalized stress relaxation [J]. Rock and Soil Mechanics, 2025, 46(9): 2943-2954.
[4] LIU Wen, FAN Jin-yang, LIU Wen-hao, CHEN Jie, LIU Wei, WU Fei, . Stress relaxation characteristics of salt rock under the action of air barometric stress coupling [J]. Rock and Soil Mechanics, 2025, 46(8): 2434-2448.
[5] SONG Li-qi, ZHANG Min, XU Xiao, SUN Jing-wen, YU Kui, LI Xin-yao, . Inversion analysis of shield tunnel considering the rotation effect of segment joint based on distributed fiber optic sensing [J]. Rock and Soil Mechanics, 2025, 46(8): 2483-2494.
[6] SONG Mu-yuan, YANG Ming-hui, CHEN Wei, LU Xian-zhui, . Prediction of shield tunneling-induced soil settlement based on self-attention recurrent neural network model [J]. Rock and Soil Mechanics, 2025, 46(8): 2613-2625.
[7] SONG Wei-tao, ZHANG Pei, DU Xiu-li, LIN Qing-tao, . Influence of soil property on ground response during construction of shallow shield tunnel [J]. Rock and Soil Mechanics, 2025, 46(7): 2179-2188.
[8] FENG Shi-jin, CHEN Jia-zhuo, GAO Meng-wen, ZHANG Xiao-lei, WU Qiang, XIAO Yu, . Research on monitoring and early warning methods for industrial pollution in soft soil areas: application of time-lapse high-density electrical resistivity tomography [J]. Rock and Soil Mechanics, 2025, 46(4): 1323-1334.
[9] HUANG Ming-hua, ZHONG Yu-xuan, LU Jin-bin, WANG Ke-ping. Deformation analysis of underlying shield tunnel induced by foundation pit excavation based on discontinuous foundation beam model [J]. Rock and Soil Mechanics, 2025, 46(2): 492-504.
[10] XIE Li-fu, GUAN Zhen-chang, HUANG Ming, QIU Hua-sheng, XU Chao. Shield-soil interaction model and numerical solution methodology considering active articulation system [J]. Rock and Soil Mechanics, 2025, 46(11): 3574-3584.
[11] ZHEN Jia-jie, LAI Feng-wen, HUANG Ming, LIAO Qing-xiang, LI Shuang, DUAN Yue-qiang. Intelligent geological condition recognition in shield tunneling via time-series clustering and online learning [J]. Rock and Soil Mechanics, 2025, 46(11): 3615-3625.
[12] HUANG Da-wei, LIU Jia-xuan, TAN Man-sheng, DENG Xiang-hao, HUANG Yong-liang, WENG You-hua, CHEN Sheng-ping. Scaled model test on interaction between a shield tunnel and ground [J]. Rock and Soil Mechanics, 2024, 45(S1): 371-381.
[13] WANG Xiao-gang, YANG Jian-ping, CHEN Wei-zhong, LI Hui, . Structural response characteristics of shield tunnels and analysis of joint stiffness [J]. Rock and Soil Mechanics, 2024, 45(S1): 485-495.
[14] ZHANG Zhi-guo, WO Wei, ZHU Zheng-guo, HAN Kai-hang, SUN Miao-miao, . Fourier energy variational solution of effects on existing tunnels induced by shield tunneling considering coordinated deformation of lining cross-section [J]. Rock and Soil Mechanics, 2024, 45(5): 1397-1411.
[15] ZHANG Zhi-guo, LUO Jie, ZHU Zheng-guo, PAN Y T, SUN Miao-miao, . Stability of shield tunnel excavation face under seismic action based on upper bound theorem of limit analysis [J]. Rock and Soil Mechanics, 2024, 45(4): 1201-1213.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!