journal article·2019-12Open access

Experimental Study on Waterproofing Properties of Putty-Based Composite Rubber Strip for Underground Post-Tensioned Precast Concrete Structures

Xiang-guo Wu, Xiao-kai Chen, Shi-yan Yu, Seongwon Hong, Thomas H.-K. Kang

Abstract

The proper assembly of underground precast concrete structures is often critical in the construction of underground structures. In particular, interfacial waterproofing between precast concrete segments is a key factor influencing use, safety, and life span. Current practice is to incorporate waterproofing rubber strips in the design. During the installation process, compressive stress is applied to the strip by post-tensioning to achieve performance. For this paper, lateral constraint compression tests were carried out on composite rubber seal strips that utilize putty. Special waterproofing and sealing test devices were designed to investigate corresponding relationships between water pressure and compressive stress (or strain). A relationship between water resistance pressure and compression stress and strain of the putty-based composite rubber strip was proposed based on the series tests and the control target of the minimum compression strain of the putty composite rubber strip was then suggested. Finally, full-scale waterproofing tests on tunnel joints were conducted. The experimental results provide a scientific reference for the engineering application and design of composite sealing rubber strips putty for underground post-tensioned precast concrete structures.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Geotechnical Engineering and Underground Structures · Geotechnical Engineering and Analysis · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (30)

Show source-provided references
1. Basnet, C. B., & Panthi, K. K. (2018). Roughness evaluation in shotcrete-lined water tunnels with invert concrete based on cases from Nepal. Journal of Rock Mechanics and Geotechnical Engineering, 10(1), 42–59.10.1016/j.jrmge.2017.07.006 ↗
2. Böer, P., Holliday, L., & Kang, T. H.-K. (2014). Interaction of environmental factors on fiber-reinforced polymer composites and their inspection & maintenance: A review. Construction and Building Materials, 50, 209–218.10.1016/j.conbuildmat.2013.09.049 ↗
3. DAUB. (2013). Recommendations for the design, production and installation of segmental rings (p. 52). Germany: German Tunnelling Committee (ITA-AITES), Cologne.
4. Ding, W., Gong, C., Mosalam, K., & Soga, K. (2017). Development and application of the integrated sealant test apparatus for sealing gaskets in tunnel segmental joints. Tunnelling and Underground Space Technology, 63, 54–68.10.1016/j.tust.2016.12.008 ↗
5. Ding, W. Q., Peng, Y. C., Yan, Z. G., Shen, B. W., Zhu, H. H., & Wei, X. X. (2013). Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints. Structural Engineering and Mechanics, 45(3), 337–354.10.12989/sem.2013.45.3.337 ↗
6. Ding, W.Q., Yue, Z.Q., Tham, L.G., Zhu, H.H., Lee, C.F., Hashimoto, T. (2004). Analysis of shield tunnel. International Journal for Numerical & Analytical Methods in Geomechanics, 28 (1), 57–91.10.1002/nag.327 ↗
7. Fan, Q. G., et al. (2002) . Experimental Study on the Waterproof Capability of the Hydro-expansive Rubber Sealing Cushion in Shield Tunnel. Underground Space, 22(4), 335–338. (in Chinese).
8. Fang, Q., Zhang, D., Li, Q. Q., & Wong, L. N. Y. (2015). Effects of twin tunnels construction beneath existing shield-driven twin tunnels. Tunnelling and Underground Space Technology, 45, 128–137.10.1016/j.tust.2014.10.001 ↗
9. Hong, W. P., Hong, S., & Kang, T. H.-K. (2016). Lateral earth pressure on a pipe buried in soft grounds undergoing lateral movement. Journal of Structural Integrity and Maintenance, 1(3), 124–130.10.1080/24705314.2016.1211238 ↗
10. Henn, R. W. (2010). Practical guide to grouting of underground structures (p. 191). Reston: ASCE.
11. Hu, X., Xue, W. C., & Wang, H. D. (2009). Waterproof test of PPMT joints in the 2010 Shanghai Expo area. Special Structures, 26(1), 109–113 (in Chinese).
12. Huang, H. W., Gong, W. P., Khoshnevisan, S., Juang, C. H., Zhang, D. M., & Wang, L. (2015). Simplified procedure for finite element analysis of the longitudinal performance of shield tunnels considering spatial soil variability in longitudinal direction. Computers and Geotechnics, 64, 132–145.10.1016/j.compgeo.2014.11.010 ↗
13. Huang, H. W., Shao, Hua, Zhang, D. M., & Wang, F. (2017). Deformational responses of operated shield tunnel to extreme surcharge: A case study. Structure and Infrastructure Engineering, 13(3), 345–360.10.1080/15732479.2016.1170156 ↗
14. Jun, S. (2011). Durability problems of lining structures for Xiamen Xiang’an subsea tunnel in China. Journal of Rock Mechanics and Geotechnical Engineering, 3(4), 289–301.10.3724/SP.J.1235.2011.00289 ↗
15. Kiani, M., Akhlaghi, T., & Ghalandarzadeh, A. (2016). Experimental modeling of segmental shallow tunnels inalluvial affected by normal faults. Tunnelling and Underground Space Technology, 51, 108–119.10.1016/j.tust.2015.10.005 ↗
16. Koyama, Y. (2003). Present status and technology of shield tunneling method in Japan. Tunnelling and Underground Space Technology, 18(2–3), 145–159.10.1016/S0886-7798(03)00040-3 ↗
17. Lee, K. M., & Ge, X. W. (2001). The equivalence of a jointed shield-driven tunnel lining to a continuous ring structure. Canadian Geotechnical Journal, 38(3), 461–483.10.1139/t00-107 ↗
18. Liao, S. M., Peng, F. L., & Shen, S. L. (2008). Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction. Tunnelling and Underground Space Technology, 23, 421–430.10.1016/j.tust.2007.07.001 ↗
19. Liu, X., Bai, Y., Yuan, Y., Mang, H.A. (2015). Experimental investigation of the ultimate bearing capacity ofcontinuously jointed segmental tunnel linings. Structure and Infrastructure Engineering, 1–16.
20. Ministry of Housing and Urban Rural Development of People’s Republic of China. (2012). National standard of People’s Republic of China: Standard of test method of concrete structures. Beijing: China building industry press.
21. Molins, C., & Arnau, O. (2011). Experimental and analytical study of the structural response of segmental tunnel linings based on an in situ loading test. Part 1: Test configuration and execution. Tunnelling and Underground Space Technology, 26, 764–777.10.1016/j.tust.2011.05.002 ↗
22. Ossai, C. I. (2017). Fitness-for-purpose evaluation of corroded pipelines using finite element analysis and fractural reliability estimation. Journal of Structural Integrity and Maintenance, 2(4), 209–216.10.1080/24705314.2017.1388671 ↗
23. Soltani, M., Shakeri, E., & Zarrati, A. R. (2018). Development of a risk management model for power tunnels design process. Journal of Structural Integrity and Maintenance, 3(1), 67–74.10.1080/24705314.2018.1426169 ↗
24. Shi, C., Cao, C., Lei, M., Peng, L., & Shen, J. (2015). Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints. Tunnelling and Underground Space Technology, 50, 490–498.10.1016/j.tust.2015.09.004 ↗
25. Teachavorasinskun, S., & Chub-uppakarn, T. (2010). Influence of segmental joints on tunnel lining. Tunnelling and Underground Space Technology, 25(4), 490–494.10.1016/j.tust.2010.02.003 ↗
26. Wang, R., Xiao, T., & Yan, Z. (2011). Water leakage treatment and deformation control of shield tunnel in Shanghai metro. Underground Engineering and Tunnels, S2, 102–108 (in Chinese).
27. Wood, A. M. (1975). The circular tunnel in elastic ground. Geotechnique, 25(1), 115–127.10.1680/geot.1975.25.1.115 ↗
28. Wu, H.-N., Huang, R.-Q., Sun, W.-J., Shen, S.-L., Xu, Y.-S., Liu, Y.-B., et al. (2014). Leaking behavior of shield tunnels under the Huangpu River of Shanghai with induced hazards. Natural Hazards, 70(2), 1115–1132.10.1007/s11069-013-0863-z ↗
29. Yurkevich, P. (1995). Developments in segmental concrete linings for subway tunnels in Belarus. Tunnelling and Underground Space Technology, 10(3), 353–365.10.1016/0886-7798(95)00015-Q ↗
30. Zhang, D. M., Huang, H. W., Hu, Q. F., & Jiang, F. (2015). Influence of multi-layered soil formation on shield tunnel lining behavior. Tunnelling and Underground Space Technology, 47, 123–135.10.1016/j.tust.2014.12.011 ↗