A new controlled drainage system for submarine tunnels using double-adhesive waterproof membrane

Xiaohe SUN, Chenghua SHI, Guoqing XIAO, Yangyang GE

Front. Struct. Civ. Eng. ›› 2025, Vol. 19 ›› Issue (2) : 194-206.

PDF(3274 KB)
Front. Struct. Civ. Eng. All Journals
PDF(3274 KB)
Front. Struct. Civ. Eng. ›› 2025, Vol. 19 ›› Issue (2) : 194-206. DOI: 10.1007/s11709-025-1153-z
RESEARCH ARTICLE

A new controlled drainage system for submarine tunnels using double-adhesive waterproof membrane

Author information +
History +

Abstract

Traditional submarine tunnels with drainage systems are highly susceptible to water leakage, which is challenging to locate and manage, leading to high maintenance costs. To address this problem, a new controlled drainage system for submarine tunnels was proposed in this study. The system utilizes a double-adhesive waterproof membrane instead of traditional waterproof sheets, which not only reduces the likelihood of leakage but also makes subsequent leak detection and repair easier. In addition, replacing blind pipes with drainage sheets significantly improves the clogging resistance of the drainage system. The influence of grouting circles and drainage sheets on the water inflow and the external water pressure on the lining was then analyzed using numerical calculation methods. Finally, the design process of the new controlled drainage system was proposed. The research suggests that the new system allows for a multi-stage control method using grouting circles and drainage sheets, providing greater design flexibility. In the primary control stage, grouting circles effectively reduce the tunnel water inflow and the external water pressure on the lining, with the permeability coefficient playing a crucial role. In the secondary control stage, the spacing and width of the drainage sheets can regulate the water inflow and pressure. Unlike grouting circles, drainage sheets decrease water pressure while inevitably increasing water inflow, and vice versa. These findings can serve as a valuable reference for the design of waterproof and drainage systems in submarine tunnels.

Graphical abstract

Keywords

submarine tunnel / spray-applied waterproofing membrane / drainage system / numerical simulation / design process

Cite this article

Download citation ▾
Xiaohe SUN, Chenghua SHI, Guoqing XIAO, Yangyang GE. A new controlled drainage system for submarine tunnels using double-adhesive waterproof membrane. Front. Struct. Civ. Eng., 2025, 19(2): 194‒206 https://doi.org/10.1007/s11709-025-1153-z
This is a preview of subscription content, contact us for subscripton.

References

[1]
Hong K. Typical underwater tunnels in the mainland of China and related tunneling technologies. Engineering, 2017, 3(6): 871–879
CrossRef Google scholar
[2]
Zhou Z, Gao T, Sun J, Gao C, Bai S, Jin G, Liu Y. An FDM-DEM coupling method based on REV for stability analysis of tunnel surrounding rock. Tunnelling and Underground Space Technology, 2024, 152: 105917
CrossRef Google scholar
[3]
Gokce H B, Arioglu E, Copty N K, Onay T T, Gun B. Exterior air quality monitoring for the Eurasia Tunnel in Istanbul, Turkey. Science of the Total Environment, 2020, 699: 134312
CrossRef Google scholar
[4]
Mikula S, Molnar P. Expected transport accessibility improvement and house prices: Evidence from the construction of an undersea road tunnel system. Journal of Transport Geography, 2023, 111: 103649
CrossRef Google scholar
[5]
Zhou H, Wang L, Jiang B, Wang Y. Improved vertical displacement calculation model for immersed tube tunnel considering tidal load. Marine Georesources and Geotechnology, 2022, 40(9): 1073–1083
CrossRef Google scholar
[6]
Liu Q, Liu Z, Xue Y, Zhang G, Li X, Zhou B, Gong H, Li Z. Deformation features and failure mechanism of subsea shield tunnels with different burial depths crossing fault-zone. Marine Georesources and Geotechnology, 2024, 42(6): 679–693
CrossRef Google scholar
[7]
Xu G, Chen X, Xue S, Townsend J F, Chen X, Tang M. Numerical assessment of non-uniform terrain and inhomogeneous wave–current loading effects on the dynamic response of a submerged floating tunnel. Ocean Engineering, 2023, 288: 115942
CrossRef Google scholar
[8]
Sun Z, Zhang D, Fang Q. Technologies for large cross-section subsea tunnel construction using drilling and blasting method. Tunnelling and Underground Space Technology, 2023, 141: 105161
CrossRef Google scholar
[9]
Sun X, Shi C, Xiao G, Ge Y, Cao C. A novel tunnel waterproof-drainage system based on double-bonded waterproofing materials and its seepage characteristics. Frontiers of Structural and Civil Engineering, 2024, 18(9): 1321–1336
CrossRef Google scholar
[10]
Li G, Wang C, Wang G, Xiao Z, Wu X, Jiang F. Effect of the blocking water and limiting discharge and surrounding rock permeability on the stability of subsea tunnel. Geotechnical and Geological Engineering, 2021, 39(2): 1365–1380
CrossRef Google scholar
[11]
Ikuma M. Maintenance of the undersea section of the Seikan Tunnel. Tunnelling and Underground Space Technology, 2005, 20(2): 143–149
CrossRef Google scholar
[12]
WangXTanZWangM. Study on waterproof and drainage technology of drilling and blast subsea tunnel. Strategic Study of CAE, 2009, 11: 71–75 (in Chinese)
[13]
Li P, Feng C, Liu H, Zhao Y, Li Z, Xiong H. Development and assessment of a water pressure reduction system for lining invert of underwater tunnels. Marine Georesources and Geotechnology, 2021, 39(3): 365–371
CrossRef Google scholar
[14]
Zhao J, Tan Z, Ma N. Development and application of a new reduction coefficient of water pressure on sub-sea tunnel lining. Applied Sciences, 2022, 12(5): 2496
CrossRef Google scholar
[15]
LiZ. Study on the evolution of seepage field and the waterproof and drainage of the urban mined tunnel. Dissertation for the Doctoral Degree. Chengdu: Southwest Jiaotong University, 2016
[16]
Zhao J, Tan Z, Zhou Z. Discussion on the waterproof and drainage system of the coastal tunnel and analysis of water pressure law outside lining: A case study of the Gongbei tunnel. Advances in Civil Engineering, 2021, 2021(1): 6610601
CrossRef Google scholar
[17]
WangXTanZ. Study on the characteristics of water pressure on the composite lining in underwater tunnels. Modern Tunnelling Technology, 2015, 52: 89–97 (in Chinese)
[18]
Yang G, Wang X, Wang X, Cao Y. Analyses of seepage problems in a subsea tunnel considering effects of grouting and lining structure. Marine Georesources and Geotechnology, 2016, 34(1): 65–70
CrossRef Google scholar
[19]
ZhangDSunZ. An active control waterproof and drainage system of subsea tunnels and its design method. Chinese Journal of Rock Mechanics and Engineering, 2019, 38: 1–17 (in Chinese)
[20]
Lu Y, Huang M, Chen Z, Zeng Z, Liu Y, Du G. Drainage design combining drain holes and pinholes for tunnel boring machine segments subject to high water pressure. Frontiers of Structural and Civil Engineering, 2024, 17: 1723–1738
CrossRef Google scholar
[21]
Shi C, Cao C, Lei M. Construction technology for a shallow-buried underwater interchange tunnel with a large span. Tunnelling and Underground Space Technology, 2017, 70: 317–329
CrossRef Google scholar
[22]
Zhou Z, Zhao J, Tan Z, Zhou X. Mechanical responses in the construction process of super-large cross-section tunnel: A case study of Gongbei tunnel. Tunnelling and Underground Space Technology, 2021, 115: 104044
CrossRef Google scholar
[23]
Zhou Z, Tan Z, Liu Q, Zhao J, Dong Z. Experimental investigation on mechanical characteristics of waterproof system for near-sea tunnel: A case study of the Gongbei tunnel. Symmetry, 2020, 12(9): 1524
CrossRef Google scholar
[24]
Li S, Zhang J, Li Z, Gao Y, Qi Y, Li H, Zhang Q. Investigation and practical application of a new cementitious anti-washout grouting material. Construction and Building Materials, 2019, 224: 66–77
CrossRef Google scholar
[25]
ZhangDSunZChenT. Composite grouting technology for subsea tunnels and its engineering application. Chinese Journal of Rock Mechanics and Engineering, 2019, 38: 1102–1116 (in Chinese)
[26]
RuiYHeS. Model test and engineering application of the partitioning waterproofing for composite linings. Modern Tunnelling Technology, 2005, 42: 30–37 (in Chinese)
[27]
Dammyr Ø, Nilsen B, Thuro K, Grøndal J H. Possible concepts for waterproofing of Norwegian TBM railway tunnels. Rock Mechanics and Rock Engineering, 2014, 47(3): 985–1002
CrossRef Google scholar
[28]
Jiang Y, He B, Zhao J, Pei H, Liu J, Wang H. Influence of novel polymer waterproofing membrane on mechanical properties of tunnel lining structure. Construction and Building Materials, 2022, 360: 129579
CrossRef Google scholar
[29]
Sun X, Shi C, Ge Y. Experimental investigation and cohesive zone modeling of the interface mechanical behavior in composite tunnel linings. Tunnelling and Underground Space Technology, 2024, 150: 105837
CrossRef Google scholar
[30]
Su J, Bloodworth A. Determination of the stress–strain demand curve of the sprayed waterproofing membrane interface in composite SCL tunnels. Tunnelling and Underground Space Technology, 2023, 142: 105408
CrossRef Google scholar
[31]
SunXShiCXiaoGGeY. A novel limited drainage scheme and design method for high water pressure tunnel based on double-bonded waterproofing membrane. Tunnel Construction, 2024, 44: 564–575 (in Chinese)
[32]
ITA. Design Guidance for Spray Applied Waterproofing Membranes. ITAtech Report #2. 2013
[33]
Pelz U, Karlovšek J. Spray-applied waterproofing membranes in tunnelling: A construction perspective. Tunnelling and Underground Space Technology, 2023, 142: 105409
CrossRef Google scholar
[34]
Su J, Bloodworth A. Groundwater pressure induced failure of sprayed waterproof membrane interface in tunnels. Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2023, 176(6): 594–604
CrossRef Google scholar
[35]
SuJTrigleC. Crossrail sprayed concrete lining (SCL) station platform tunnel advance rate study. In: Proceedings of the 11th International Symposium on Field Monitoring in Geomechanics (ISFMG2022). London: ISFMG, 2022
[36]
Pelz U, Karlovšek J. Spray-applied waterproofing membranes in tunnelling: Application and research directions in Australia. Tunnelling and Underground Space Technology, 2022, 122: 104364
CrossRef Google scholar
[37]
Ohama Y. Polymer-based admixtures. Cement and Concrete Composites, 1998, 20(2–3): 189–212
CrossRef Google scholar
[38]
Han S, Wang Y, Wang Q, Han L, Han G. Film-formation processes of polymer emulsions in polymer-cement waterproof coatings and their effect on coatings’ macroscopic properties. Construction and Building Materials, 2024, 438: 137137
CrossRef Google scholar
[39]
Kong X, Emmerling S, Pakusch J, Rueckel M, Nieberle J. Retardation effect of styrene-acrylate copolymer latexes on cement hydration. Cement and Concrete Research, 2015, 75: 23–41
CrossRef Google scholar
[40]
GB/T16777. Test Methods for Building Waterproofing Coatings. Beijing: Standards Press of China, 2008 (in Chinese)
[41]
ASTMC1583-04. Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension (Pull-off Method). West Conshohocken, PA: ASTM, 2004
[42]
BSEN 1062-7. Paints and Varnishes-Coating Materials and Coating Systems for Exterior Masonry and Concrete––Part 7: Determination of Crack Bridging Properties. London: Standards Policy and Strategy Committee, 2004
[43]
BSISO 16842. Metallic Materials-Sheet and Strip-Biaxial Tensile Testing Method Using a Cruciform Test Piece. London: BSI Standards Publication, 2014
[44]
LiangWGuoX. Waterproofing and drainage design and construction of Xiang’an benthal tunnel. China Building Waterproofing, 2008, 26: 23–27 (in Chinese)
[45]
WangXTanZWangMLiangWZhangM. Study on waterproof and drainage principles of Xiamen subsea tunnel. Chinese Journal of Rock Mechanics and Engineering, 2007, 26: 3810–3815 (in Chinese)
[46]
JTG3370.1. Specifications for Design of Highway Tunnels Section 1 Civil Engineering. Beijing: Ministry of Transport of the People’s Republic of China, 2018 (in Chinese)
[47]
Li P, Liu H, Zhao Y, Li Z. A bottom-to-up drainage and water pressure reduction system for railway tunnels. Tunnelling and Underground Space Technology, 2018, 81: 296–305
CrossRef Google scholar
[48]
LiPZhangDZhaoYZhangC. Study of distribution law of water pressure acting on composite lining and reasonable parameters of grouting circle for subsea tunnel. Chinese Journal of Rock Mechanics and Engineering, 2012, 31: 280–288 (in Chinese)
[49]
Zhao D, Fan H, Jia L, Song Y. Research on waterproofing and drainage optimization scheme for karst tunnel lining in water-rich areas. Environmental Earth Sciences, 2021, 80(4): 150
CrossRef Google scholar
[50]
MaCMaWGuoXWangZXuXYuD. Research on water discharge capacity of convex shell type waterproof and drainage board for the railway tunnel. Modern Tunnelling Technology, 2020, 57: 204–208 (in Chinese)
[51]
He B G, Li H, Zhang X W, Xie J H. A novel analytical method incorporating valve pressure for the controlled drainage of transport tunnels. Tunnelling and Underground Space Technology, 2020, 106: 103637
CrossRef Google scholar
[52]
ZhangCZhangDWangMXiangY. Study on appropriate parameters of grouting circle for tunnels with limiting discharge lining in high water pressure and water-enriched region. Chinese Journal of Rock Mechanics and Engineering, 2007, 11: 2270–2276 (in Chinese)

Acknowledgements

This research was supported by the Fundamental Research Funds for the Central Universities of Central South University (No. 2023ZZTS0183) and the Fundamental Research Funds for the Central Universities (No. 502802002). In addition, the authors express sincere thanks to the editors and anonymous reviewers for their constructive comments and suggestions that helped to improve this article.

Competing interests

The authors declare that they have no competing interests.

RIGHTS & PERMISSIONS

2025 Higher Education Press
AI Summary AI Mindmap
PDF(3274 KB)

20

Accesses

0

Citations

Detail

Sections
Recommended

/