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2021 Vol.37, Issue 10 Preview Page
Study on Asymmetric Settlement Trough induced by the 2nd Tunneling of Twin Shield Tunnels in Clay

점토지반 병설쉴드터널에서 후행터널 굴착에 의한 비대칭 침하형상 연구

Chang-Yoon Ahn1*
Duhee Park2
안 창윤1*
박 두희2
1Member, Graduate Student, Dept. of Civil and Environmental Eng., Hanyang Univ., Hyundai Development Company, Construction Division
2Member, Prof., Dept. of Civil and Environmental Eng., Hanyang Univ.
1정회원, 한양대학교 건설환경공학과 박사과정, 현대산업개발㈜ 건설관리본부
2정회원, 한양대학교 건설환경공학과 교수
*Corresponding Author
October 2021. pp. 55-63
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Abstract

쉴드TBM의 제작기술 발전과 시공경험 축적으로, 쉴드터널은 전력, 통신 및 상하수도와 같은 소구경 터널에서 도로 및 철도와 같은 대구경 터널로 확대되고 있으며, 그에 따라 병설쉴드터널의 적용도 증가하고 있다. Peck(1969)에 의해 연약지반에서 단선쉴드터널의 지표침하형상이 Gaussian distribution으로 표현될 수 있음이 제시된 이후, 현장계측, 실내모형실험 및 수치해석 등의 방법을 통해 많은 연구에서 이의 적정성이 확인되었다. 본 연구는 현장 계측된 병설쉴드터널의 지표침하로부터 후행 터널(2nd tunnel)에 의한 추가 지표침하 형상을 표현하기 위해 침하형상의 좌·우측에 Gaussian curve를 각각 적용함으로써, 침하형상을 보다 정확히 표현할 수 있음을 알 수 있었다.

The construction of shield tunnels is being expanded from the small-bore tunnels such as power, telecommunications, water supply, and sewerage pipes to the large bore tunnels such as road and railway tunnels with the advancement of the shield TBM (Tunnel Boring Machine) manufacturing technology. Accordingly, the construction of twin shield tunnels is increasing. Peck (1969) reported that the surface settlement trough is well described by a Gaussian distribution on a single shield tunnel. Hereafter, many studies about the surface settlement trough were performed by the field measurement, laboratory model test, and numerical analysis. This study confirmed that the additional surface settlement trough induced by the 2nd tunneling were well described by using each Gaussian curve for the right and left sides of the settlement trough.

Keywords
2nd tunneling
Asymmetric
Settlement trough
Twin shield tunnels
References
1
Ahn, C.-Y., et al. (ed). (2017), Railroad construction to connect the 2nd passenger terminal in Incheon Airport, Tunnels and Underground Space in Korea 2017, Korean Tunnelling and Underground Space Association.
2
Arioglu, E. (1992), "Surface movements due to tunnelling activities in urban areas and minimization of building damages. Short Course, Istanbul Technical University", Mining Engineering Department (in Turkish).
3
Chen, R.-P., Lin, X.-T., Kang, X., Zhong, Z.-Q., Liu, Y., Zhang, P., and Wu, H.-N. (2018), "Deformation and Stress Characteristics of Existing Twin Tunnels Induced by Close-distance EPBS Under-crossing", Tunnelling and Underground Space Technology, Vol.82, pp.468-481. 10.1016/j.tust.2018.08.059
4
Chou, W.-I. and Bobet, A. (2002), "Predictions of Ground Deformations in Shallow Tunnels in Clay", Tunnelling and Underground Space Technology, Vol.17, No.1, pp.3-19. 10.1016/S0886-7798(01)00068-2
5
Fargnoli, V., Boldini, D., and Amorosi, A. (2015), "Twin Tunnel Excavation in Coarse Grained Soils: Observations and Numerical Back-predictions under Free Field Conditions and in Presence of a Surface Structure", Tunnelling and Underground Space Technology, Vol.49, pp.454-469. 10.1016/j.tust.2015.06.003
6
Herzog, M. (1985), "Surface Subsidence Above Shallow Tunnels", Bautechnik, Vol.62, No.11, pp.375-377.
7
Jin, D., Yuan, D., Li, X., and Zheng, H. (2018), "An In-tunnel Grouting Protection Method for Excavating Twin Tunnels Beneath an Existing Tunnel", Tunnelling and Underground Space Technology, Vol.71, pp.27-35. 10.1016/j.tust.2017.08.002
8
Kim, S.-H. (2003), "Experimental and Numerical Study of Interactions Between Parallel Tunnels", Journal of the Korean Geotechnical Society, Vol.19, No.6, pp.181-187.
9
Kim, S.-H. and Lee, H.-J. (2003), "A Study of Interactions between Perpendicularly Spaced Tunnels", Journal of the Korean Geotechnical Society, Vol.19, No.5, pp.273-280.
10
Korea-National-Railway (2013a), Railroad construction to connect the 2nd passenger terminal in Incheon International Airport, Geotechnical investigation report (No. 226311C10-308-028).
11
Korea-National-Railway (2013b), Railroad construction to connect the 2nd passenger terminal in Incheon International Airport, Detail design report (No. 226311C10-308-001).
12
Li, X. and Yuan, D. (2012), "Response of a Double-decked Metro Tunnel to Shield Driving of Twin Closely under-crossing Tunnels", Tunnelling and Underground Space Technology, Vol.28, pp.18-30. 10.1016/j.tust.2011.08.005
13
Liao, S.-M., Liu, J.-H., Wang, R.-L., and Li, Z.-M. (2009), "Shield Tunneling and Environment Protection in Shanghai Soft Ground", Tunnelling and Underground Space Technology, Vol.24, No.4, pp. 454-465. 10.1016/j.tust.2008.12.005
14
Mair, R., Taylor, R., and Bracegirdle, A. (1993), "Subsurface Settlement Profiles above Tunnels in Clays", Geotechnique, Vol.43, No.2. 10.1680/geot.1993.43.2.315
15
Mair, R.J. (1979), Centrifugal Modeling of Tunnel Construction in Soft Clay. Cambridge University.
16
McCabe, B., Orr, T., Reilly, C., and Curran, B. (2012), "Settlement trough Parameters for Tunnels in Irish Glacial Tills", Tunnelling and Underground Space Technology, Vol.27, No.1, pp.1-12. 10.1016/j.tust.2011.06.002
17
O'reilly, M. and New, B. (1982), Settlements above tunnels in the United Kingdom-their magnitude and prediction.
18
Peck, R.B. (1969), "Deep excavations and tunneling in soft ground", Seventh International Conference on Soil Mechanics and Foundation Engineering, Mexico City: Sociedad Mexicana de Mecanica de Suelos, A.C., Mexico, 4, pp.225-290.
19
Rankin, W. (1988), "Ground Movements Resulting from Urban Tunnelling: Predictions and Effects", Geological Society, London, Engineering Geology Special Publications, Vol.5, No.1, pp.79-92. 10.1144/GSL.ENG.1988.005.01.06
20
Suwansawat, S. and Einstein, H.H. (2007), "Describing Settlement troughs Over Twin Tunnels Using a Superposition Technique", Journal of Geotechnical and geoenvironmental engineering, Vol.133, No.4, pp.445-468. 10.1061/(ASCE)1090-0241(2007)133:4(445)
21
Wang, F., Miao, L., Yang, X., Du, Y.-J., and Liang, F.-Y. (2016), "The Volume of Settlement trough Change with Depth Caused by Tunneling in Sands", KSCE Journal of Civil Engineering, Vol.20, No.7, pp.2719-2724. 10.1007/s12205-016-0250-x
22
Xu, Q., Zhu, H., Ding, W., and Ge, X. (2011), "Laboratory Model Tests and Field Investigations of EPB Shield Machine Tunnelling in Soft Ground in Shanghai", Tunnelling and Underground Space Technology, Vol.26, No.1, pp.1-14. 10.1016/j.tust.2010.09.005
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 37
  • No :10
  • Pages :55-63
  • Received Date :2021. 09. 06
  • Revised Date :2021. 10. 19
  • Accepted Date : 2021. 10. 19
  • DOI :https://doi.org/10.7843/kgs.2021.37.10.55
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