Comparative study on foundation treatment methods of immersed tunnels in China

Shaochun WANG, Xuehui ZHANG, Yun BAI

PDF(3574 KB)
PDF(3574 KB)
Front. Struct. Civ. Eng. ›› 2020, Vol. 14 ›› Issue (1) : 82-93. DOI: 10.1007/s11709-019-0575-x
RESEARCH ARTICLE
RESEARCH ARTICLE

Comparative study on foundation treatment methods of immersed tunnels in China

Author information +
History +

Abstract

Based on engineering practices of four typical traffic immersed tunnels built in China, this paper details the features of the four dominant foundation treatment methods for immersed tunnel construction: pile foundation, sand flow foundation, grouting foundation, and gravel bedding foundation. Subsoil stress time-history of different method are specified first, plus a summary of settlement assessment method for foundation quality control. Further, a comprehensive comparison of settlement and cost of these four foundation treatment methods is conducted to highlights the specific merits, disadvantages and conditions encountered in each foundation treatment method, based on real projects information. The findings of this article could henceforth be applied to foundation treatment work in immersed tube tunnel construction.

Keywords

foundation treatment method / immersed tunnel / subsoil stress / settlement

Cite this article

Download citation ▾
Shaochun WANG, Xuehui ZHANG, Yun BAI. Comparative study on foundation treatment methods of immersed tunnels in China. Front. Struct. Civ. Eng., 2020, 14(1): 82‒93 https://doi.org/10.1007/s11709-019-0575-x

References

[1]
Lunniss R, Baber J. Immersed Tunnels. New York: CRC Press, 2013
[2]
Pedersen S K, Brøndum S. Fehmarnbelt fixed link: The world’s longest road and rail immersed tunnel. Civil Engineering (New York, N.Y.), 2018, 171(5): 17–23
CrossRef Google scholar
[3]
Van Tongeren I H. The foundation of immersed tunnels. In: Proceedings of Delta Tunneling Symposium. Amsterdam, 1978, 48–57
[4]
Grantz W C. Immersed tunnel settlements. Part 1: Nature of settlements. Tunnelling and Underground Space Technology, 2001, 16(3): 195–201
CrossRef Google scholar
[5]
Grantz W C. Immersed tunnel settlements: Part 2: Case histories. Tunnelling and Underground Space Technology, 2001, 16(3): 203–210
CrossRef Google scholar
[6]
Glerum A. Developments in immersed tunnelling in Holland. Tunnelling and Underground Space Technology, 1995, 10(4): 455–462
CrossRef Google scholar
[7]
Rasmussen N S, Grantz W C. Catalog of Immersed Tunnels International Tunnelling Association Immersed and Floating Tunnels Working Group: State of the Art Report. 1997
[8]
Smink M. Scrading—A new approach to the foundation of concrete tunnel elements. In: Proceedings of the ITA World Tunneling Congress 2003. Amsterdam: A. A. Belkema Publishers, 2003, 287–289
[9]
Marshall C. The Øresund tunnel—Making a success of design and build. Tunnelling and Underground Space Technology, 1999, 14(3–4): 355–365
CrossRef Google scholar
[10]
Janssen W, de Haas P, Yoon Y H. Busan-Geoje Link: Immersed tunnel opening new horizons. Tunnelling and Underground Space Technology, 2006, 21(3): 332–340
CrossRef Google scholar
[11]
Xie X, Wang P, Li Y, Niu J, Qin H. Monitoring data and finite element analysis of long term settlement of Yongjiang immersed tunnel. Rock and Soil Mechanics, 2014, 35(8): 2314–2324 (in Chinese)
[12]
Hu Z, Xie Y, Wang J. Challenges and strategies involved in designing and constructing a 6 km immersed tunnel: A case study of the Hong Kong-Zhuhai-Macao Bridge. Tunnelling and Underground Space Technology, 2015, 50: 171–177
CrossRef Google scholar

Acknowledgments

This work was funded by the China National Basic Research Program (973 Program: 2015CB057804). The assistance from graduate students in Tongji University, Detao Jin, Xi Jiang, and Likuan Dong in this study was also appreciated.

RIGHTS & PERMISSIONS

2019 Higher Education Press and Springer-Verlag GmbH Germany, part of Springer Nature
AI Summary AI Mindmap
PDF(3574 KB)

Accesses

Citations

Detail

Sections
Recommended

/