Skip to main content
Log in

Deformation mechanism and mechanical behavior of tunnel within contact zone: a case study

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

During the construction of a tunnel passing through a contact zone stratum, the supporting structure is at risk of large deformation, cracking, and collapse, which affects the safety of tunnel construction. Based on the Jiayuan Tunnel project, this study used field monitoring data and numerical simulation to conduct a case study on the support mechanism and deformation of the supporting structure of a tunnel passing through the contact zone stratum. The results obtained for four monitoring sections reveal that the supporting structure under the contact zone stratum receives more surrounding rock pressure compared with the general stratum. In this case, the stress and deformation of the supporting structure are larger. Moreover, the deformation and mechanical behavior were uneven at different parts of the supporting structure. Using the numerical software FLAC3D, the deformation mechanism and mechanical behavior of the supporting structure were analyzed and are related to the surrounding rock parameters and interface location. Combined with the feature of the supporting structure in the contact zone stratum, the supporting structure should be strengthened to avoid stress concentration, while the steel arch foot should receive more attention when the interface coincides with the step surface.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25
Fig. 26
Fig. 27
Fig. 28
Fig. 29

Similar content being viewed by others

References

  • Asghar R, Lohrasb F, Mohammad D (2017) Squeezing rock conditions at phyllite-slate zone in Golab water conveyance tunnel, Iran: a case study. Cent South Univ 24:2475–2485

    Article  Google Scholar 

  • Bruneaua G, Tylerb DB, Hadjigeorgioua J, Potvinc Y (2003a) Influence of faulting on a mine shaft—a case study: part I—background and instrumentation. Int J Rock Mech Min Sci 40:95–111

    Article  Google Scholar 

  • Bruneaua G, Tylerb DB, Hadjigeorgioua J, Potvinc Y (2003b) Influence of faulting on a mine shaft—a case study: part II—numerical modelling. Int J Rock Mech Min Sci 40:113–125

    Article  Google Scholar 

  • Chen ZQ, He C, Xu GW, Ma GY, Yang WB (2019) Supporting mechanism and mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study. Bull Eng Geol Environ 78:5253–5267

    Article  Google Scholar 

  • Conrad Childs, Tom Manzocchi, John J. Walsh, Christopher G. Bonson, Andrew Nicol, Martin P.J. Scho¨pfer (2009) A geometric model of fault zone and fault rock thickness variations. J Struct Geol 31:117-127.

  • Cui YS (2007) Treatment of collapse of Erzhuangke tunnel. Highway 08:221–223 (in Chinese)

    Google Scholar 

  • Ding XL, Niu XQ, Pei QT, Huang SL, Zhang YT, Zhang CH (2019) Stability of large underground caverns excavated in layered rock masses with steep dip angles: a case study. Bull Eng Geol Environ 78:5101–5133

    Article  Google Scholar 

  • Do NA, Dias D, Dinh VD, Tran TT, Dao VC, Dao VD, Nguyen PN (2019) Behavior of noncircular tunnels excavated in stratified rock masses-case of underground coal mines. J Rock Mech Geotech Eng 11(01):99–110

    Article  Google Scholar 

  • Feng WK, Huang RQ (2012) Deformation analysis of a soft–hard rock contact zone stratum surrounding a tunnel. Tunn Undergr Space Technol 32:190–197

    Article  Google Scholar 

  • Fortsakis P, Nikas K, Marinos V, Marinos P (2012) Anisotropic behaviour of stratified rock masses in tunneling. Eng Geol 141–142:74–83

    Article  Google Scholar 

  • Hao YH, Azzam R (2004) The plastic zones and displacements around underground openings in rock masses containing a fault. Tunnelling and Underground Space Technology incorporating Trenchless Technology Research 20(1).

  • He JF (2011) Stability analysis of surrounding rock and support structure of the tunnel under soil rock interface stratum. Dissertation, Central South University. (in Chinese)

  • He C, Zhang JG, Yang Z (2008) Experimental study on the mechanical characteristics of the pipe segment lining under the condition of layered composite formation. Chinese Journal of Geotechnical Engineering 10:1537–1543 (in Chinese)

    Google Scholar 

  • Huang RB (2016) Study on load transfer law of tunnel Lining with creep action of loess. Dissertation, Xi’an University of Science and Technology. (in Chinese)

  • Kun M, Onargan T (2013) Influence of the fault zone in shallow tunneling: a case study of Izmir Metro Tunnel. Tunn Undergr Space Technol 33:34–45

    Article  Google Scholar 

  • Lin DM, Yuan RM, Shang YJ, Bao WX, Wang KY, Zhang ZJ, Li K, He WT (2017) Deformation and failure of a tunnel in the restraining bend of a strike–slip fault zone: an example from Hengshan Mountain, Shanxi Province, China. Bull Eng Geol Environ 76:263–274

    Article  Google Scholar 

  • National Railway Administration of PRC (2010) Code for soil test of railway engineering. China Railway Press, Beijing, pp TB10102–TB12010

    Google Scholar 

  • National Railway Administration of PRC (2014) Code for rock test of railway engineering. China Railway Press, Beijing, TB:10115–12014

  • National Railway Administration of PRC (2019) Code for rock and soil classification of railway engineering. China Railway Press, Beijing, pp TB10077–TB12019

    Google Scholar 

  • Su QL (2008) Excavation technology of Ganfang tunnel. Highway 01:209–213 (in Chinese)

    Google Scholar 

  • Toth A, Gong Q, Zhao J (2013) Case studies of TBM tunneling performance in rock-soil interface mixed ground. Tunneling and Underground Space Technology 38(4):151–159

    Google Scholar 

  • Wang L (2008) Numerical analysis of rock pressure and lining safety on the unsymmetrical loading tunnel due to different geology. Dissertation, Southwest Jiaotong University. (in Chinese)

  • Wang H, Jiang C (2009) Numerical analysis of a collapsed portal for shallow tunnel under asymmetrical pressure and its treatment. Rock Soil Mech 30(11):3481–3484 (in Chinese)

    Google Scholar 

  • Wang JX, Zhu HH, Tang YQ, Wei YD (2005) Cracking in twin-arc highway tunnels and its prevention measures. Chin J Rock Mech Eng 24(2):192–202 (in Chinese)

    Article  Google Scholar 

  • Wang GF, Sun JC, Lu LH, Wang WM, Wang D (2016) Study on the ultimate support pressure of shield tunnel with abrupt geological interface. China Railway Science 37(06):50–59 (in Chinese)

    Google Scholar 

  • Xia W (2018) Study on stress characteristics of secondary lining in shallow buried underground subway tunnel. Dissertation, Qingdao University of Technology. (in Chinese)

  • Xu GW, He C, Wang J, Zhang JB (2020) Study on the damage evolution of secondary tunnel lining in layered rock stratum. Bull Eng Geol Environ

  • Yang SQ, Chen M, Fang G, Wang YC, Meng B, Li YH, Jing HW (2018) Physical experiment and numerical modelling of tunnel excavation in slanted upper-soft and lower-hard strata. Tunn Undergr Space Technol 82:248–264

    Article  Google Scholar 

  • Yassaghi A, Salari-Rad H (2005) Squeezing rock conditions at an igneous contact zone stratum in Taloun tunnels, Tehran-Shomal freeway, Iran: a case study. Int J Rock Mech Min Sci 42:95–108

    Article  Google Scholar 

  • Yu J, Liu SY, Tong LY (2009) Mechanical characteristics and treatment method of collapse of tunnel with half-hard and half-soft rocks along its transverse section. J Eng Geol 17(02):263–267 (in Chinese)

    Google Scholar 

  • Zhang ZQ, Chen FF, Li N, Swoboda G, Liu NF (2017) Influence of fault on the surrounding rock stability of a tunnel: Location and thickness. Tunn Undergr Space Technol 64:1–11

    Article  Google Scholar 

Download references

Acknowledgements

This study was supported by the Project of China Railway Corporation (2017G007-G). The study in Jiayuan Tunnel was permitted by Yinxi Railway Company, which is the responsible authority of this project. Meanwhile, the study was also supported by the National Science Foundation of China (Grant No. 51678499). And we thank Liwen Bianji, Edanz Editing China (www.liwenbianji.cn/ac), for editing the English text of a draft of this manuscript.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Yajun Jiang.

Ethics declarations

Conflict of interest

The authors declare no competing interests.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yang, W., Jiang, Y., Gu, X. et al. Deformation mechanism and mechanical behavior of tunnel within contact zone: a case study. Bull Eng Geol Environ 80, 5657–5673 (2021). https://doi.org/10.1007/s10064-021-02255-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-021-02255-w

Keywords

Navigation