Sensitivity Analysis of the Waterproof Performance of Elastic Rubber Gasket in Shield Tunnel
Author:
Affiliation:
1. Institute of Rail Transit , Tongji University , Shanghai , China
2. Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety , Shanghai , China
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Applied Mathematics,Engineering (miscellaneous),Modeling and Simulation,General Computer Science
Link
https://www.sciendo.com/pdf/10.2478/amns.2021.1.00013
Reference23 articles.
1. Shalabi, F.I., Cording, E.J., Paul, S.L., 2016. Sealant behavior of gasketed segmental tunnel lining-Conceptual model. Geomechanics and Tunnelling. 9(4), 345–355. https://doi.org/10.1002/geot.201500030
2. Shalabi, F.I., Cording, E.J., Paul, S.L., 2012. Concrete segment tunnel lining sealant performance under earthquake loading. Tunnelling and Underground Space Technology. 31(9), 51–60. https://doi.org/10.1016/j.tust.2012.04.006
3. Shi, C.H., Cao, C.Y., Lei, M.F., Peng, L.M., Shen, J.J., 2015. Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints. Tunneling and Underground Space Technology. 50(8), 490–498. https://doi.org/10.1016/j.tust.2015.09.004
4. Gong, C.J., Ding, W.Q., Jin, Y.L., Guo, X.H., Tuo, Y.F., 2015. Waterproofing performance of shield-driven tunnel's segment joint under ultrahigh water pressure. Tunneling and Underground Construction. 42(1), 410–418. https://doi.org/10.1061/9780784413449.040
5. Xiang, K., Shi, X.W., 2008. Design and optimization of elastic gasket section of shield tunnel lining. Chinese Journal of Underground Space and Engineering. 4(2), 361–364. https://doi.org/CNKI:SUN:BASE.0.2008-02-031
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