Skip to main content
Log in

A new approach to evaluate the effect of over-boring and standstill time on thrust force of shielded TBMs based on penetration rate under squeezing conditions

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

One of the most substantial issues faced during the excavation of deep tunnels in weak geomechanical conditions is the squeezing phenomenon. Thrust force determination of the shielded tunnel boring machines (TBMs) in such conditions is of utmost importance. In this study, the Beheshtabad water conveyance tunnel in the central part of Iran is chosen as a case study. The creep parameters of Burger’s model (CVISC) are determined using laboratory creep tests on samples from the 19th zone of the tunnel with high squeezing potential, and the results were verified using finite difference simulation of the test. A new approach based on the convergence-confinement method is used to calculate the required thrust force of a double-shield TBM using radial displacement profile (RDP) and ground reaction curve (GRC). The effect of various penetration rates on thrust reduction as well as the impact of different over-boring values and standstill times has been evaluated. The results show that in small values of over-boring, due to high overburden pressure and weak geomechanical conditions, required thrust values are incredibly high and the increment of penetration rate is almost ineffective, and the negative effect of standstill time is more evident. Higher penetration rates have a significant impact on thrust reduction in all cases which is a noticeable factor to avoid TBM jamming under squeezing conditions. In higher over-boring values, thrust reduction is positively conducted through increasing the penetration rate and the negative effect of standstill time is minor.

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

Similar content being viewed by others

References

  • Amberg F (2009) Numerical simulations of tunnelling in soft rock under water pressure. In ECCOMAS Thematic conference on computational methods in tunneling, 353-360.

  • Armaghani DJ, Faradonbeh RS, Momeni E, Fahimifar A, Tahir MM (2018) Performance prediction of tunnel boring machine through developing a gene expression programming equation. Eng Comput 34:129–141

    Google Scholar 

  • Armaghani DJ, Koopialipoor M, Marto A, Yagiz S (2019) Application of several optimization techniques for estimating TBM penetration rate in granitic rocks. J Rock Mech Geotech Eng 11:779–789

    Google Scholar 

  • Armaghani DJ, Mohamad ET, Narayanasamy MS, Narita N, Yagiz S (2017) Development of hybrid intelligent models for predicting TBM penetration rate in hard rock condition. Tunn Undergr Space Technol 63:29–43

    Google Scholar 

  • Aydan Ö, Hasanpour R (2019) Estimation of ground pressures on a shielded TBM in tunneling through squeezing ground and its possibility of jamming. Bull Eng Geol Environ 78:5237–5251

  • Aydan Ö, Akagi T, Kawamoto T (1993) Squeezing potential of rocks around tunnels; theory and prediction. Rock Mech Rock Eng 26(2):137–163

    Google Scholar 

  • Aydan Ö, Akagi T, Kawamoto T (1996) The squeezing potential of rock around tunnels: theory and prediction with examples taken from Japan. Rock Mech Rock Eng 29(3):125–143

    Google Scholar 

  • Barla G, Bonini M, Debernardi D (2010) Time dependent deformations in squeezing tunnels. ISSMGE Int J Geoeng Case Histories 2:40–65

    Google Scholar 

  • Chen C, Xu T, Heap MJ, Baud P (2018) Influence of unloading and loading stress cycles on the creep behavior of Darley Dale Sandstone. Int J Rock Mech Min Sci 112:55–63

    Google Scholar 

  • Do NA, Dias D, Oreste P, Djeran-Maigre I (2014) Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Tunn Undergr Space Technol 42:40–51

    Google Scholar 

  • Epel T, Mooney MA, Gutierrez M (2021) The influence of face and shield annulus pressure on tunnel liner load development. Tunn Undergr Space Technol 117:104096

    Google Scholar 

  • Fahimifar A, Tehrani FM, Hedayat A, Vakilzadeh A (2010) Analytical solution for the excavation of circular tunnels in a visco-elastic Burger’s material under hydrostatic stress field. Tunn Undergr Space Technol 25:297–304

    Google Scholar 

  • Fargnoli V, Boldini D, Amorosi A (2013) TBM tunnelling-induced settlements in coarse-grained soils: the case of the new Milan underground line 5. Tunn Undergr Space Technol 38:336–347

    Google Scholar 

  • Farrokh E, Mortazavi A, Shamsi G (2006) Evaluation of ground convergence and squeezing potential in the TBM driven Ghomroud tunnel project. Tunn Undergr Space Technol 21:504–510

    Google Scholar 

  • Farrokh E, Rostami J (2009) Effect of adverse geological condition on TBM operation in Ghomroud tunnel conveyance project. Tunn Undergr Space Technol 24:436–446

    Google Scholar 

  • Frenelus W, Peng H, Zhang J (2022) Creep behavior of rocks and its application to the long-term stability of deep rock tunnels. Appl Sci 12(17):8451

  • Gertsch R, Gertsch L, Rostami J (2007) Disc cutting tests in Colorado Red Granite: implications for TBM performance prediction. Int J Rock Mech Min Sci 44:238–246

    Google Scholar 

  • Grandori R (2006) Abdalajis east railway tunnel (Spain)-double shield universal TBM cope with extremely poor and squeezing formations. Tunn Undergr Space Technol 21:3–4

    Google Scholar 

  • Graziani A, Ribacchi R, Capata A (2007) 3D-modelling of TBM excavation in squeezing rock mass. In: Brenner Basistunnel und Zulaufstrecken, Internationales symposium BBT. Innsbruck University Press, Innsbruck, pp 143–151

    Google Scholar 

  • Harrison JP, Hudson JA (2000) Engineering rock mechanics: part 2: illustrative worked examples, vol 2. Elsevier

    Google Scholar 

  • Hasanpour R, Rostami J, Barla G (2015) Impact of penetration rate on entrapment risk of a double-shielded TBM in squeezing ground. Rock Mech Rock Eng 48:1115–1130

    Google Scholar 

  • Hasanpour R, Rostami J, Ünver B (2014) 3D finite difference model for simulation of double shield TBM tunneling in squeezing grounds. Tunn Undergr Space Technol 40:109–126

    Google Scholar 

  • Hashemi M (2008) Rock mechanic’s reports, water supply project of the Central Plateau. Zayandehab Consulting, printed in farsi.

  • He Y, Sun X, Zhang M (2022) Investigation on the deformation of segment linings in cross-fault tunnel considering the creep behavior of surrounding rock during construction-operation period. Buildings 12(10):1648

  • Hoek E, Diederichs MS (2006) Empirical estimation of rock mass modulus. Int J Rock Mech Min Sci 43:203–215

    Google Scholar 

  • Hoek E, Guevara R (2009) Overcoming squeezing in the Yacambú-Quibor tunnel, Venezuela. Rock Mech Rock Eng 42:389–418

    Google Scholar 

  • Hou S et al (2023) Prediction of shield jamming risk for double-shield TBM tunnels based on numerical samples and random forest classifier. Acta Geotech 18(1):495–517

    Google Scholar 

  • Itasca Consulting Group Inc. FLAC (2002) FLAC 3D, Fast Lagrangian analysis of continua: user’s manual, Minneapolis

  • Jin H, Yuan D, Zhou S, Zhao D (2022) Short-term and long-term displacement of surface and shield tunnel in soft soil: field observations and numerical modeling. Appl Sci 12(7):3564

    CAS  Google Scholar 

  • Kabwe E, Karakus M, Chanda EK (2020) Isotropic damage constitutive model for time-dependent behaviour of tunnels in squeezing ground. Comput Geotech 127:103738

    Google Scholar 

  • Kasper T, Meschke G (2004) A 3D finite element simulation model for TBM tunnelling in soft ground. Int J Numer Anal Meth Geomech 28(14):1441–1460

    Google Scholar 

  • Kovari K (1986) Rock reformation problems when using full face cutting equipment in rock, part 2. Tunn J 4:298–298

    Google Scholar 

  • Kovari K, Staus J (1996) Basic considerations on tunnelling in squeezing ground. Rock Mech Rock Eng 29:203–210

    Google Scholar 

  • Kumar KR, Hajibeygi H (2021) Multiscale simulation of inelastic creep deformation for geological rocks. J Comput Phys 440:110439

    MathSciNet  Google Scholar 

  • Le BT, Nguyen NT, Divall S, Goodey RJ, Taylor RN (2022) Modified gap method for prediction of TBM tunnelling-induced soil settlement in sand-a case study. In: Geotechnical Aspects of Underground Construction in Soft Ground, 2nd edn. CRC Press, pp 584–589

    Google Scholar 

  • Liu C, Zhang ZX, Regueiro RA (2014) Pile and pile group response to tunnelling using a large diameter slurry shield – case study in Shanghai. Comput Geotech 59:21–43

    Google Scholar 

  • Liu C, Cui J, Zhang Z, Liu H, Huang X, Zhang C (2021) The role of TBM asymmetric tail-grouting on surface settlement in coarse-grained soils of urban area: field tests and FEA modelling. Tunn Undergr Space Technol 111:103857

    Google Scholar 

  • Liu L et al (2023) Jamming of the double-shield tunnel boring machine in a deep tunnel in Nyingchi, Tibet Autonomous Region, China. Tunn Undergr Space Technol 131:104819

    Google Scholar 

  • Lombardi G, Panciera A (1997) Problems with TBM and linings in squeezing ground. Tunn Tunn Int 29:54–56

    Google Scholar 

  • Lv S, Wang W, Liu H (2019) A creep damage constitutive model for a rock mass with nonpersistent joints under uniaxial compression. Math Probl Eng  pp 1–11

  • Malan DF (1999) Time-dependent behaviour of deep level tabular excavations in hard rock. Rock Mech Rock Eng 32:123–155

    Google Scholar 

  • Malan DF (2002) Simulating the time-dependent behaviour of excavations in hard rock. Rock Mech Rock Eng 35:225–254

    Google Scholar 

  • Mohammadzamani D, Mahdevari S, Bagherpour R (2019) Evaluation of required thrust force based on penetration rates in shielded TBMs under squeezing conditions. J Geophys Eng 16:842–861

    Google Scholar 

  • Mohammadzamani D, Lavasan AA, Wichtmann T (2023) Tail void grouting material: a parametric study on the role of hydro-mechanical characteristics in mechanized tunneling. Tunn Undergr Space Technol 135:105053

    Google Scholar 

  • Mollon G, Dias D, Soubra AH (2009) Probabilistic analysis and design of circular tunnels against face stability. Int J Geomech 9:237–249

    Google Scholar 

  • Nordas AN, Natale M, Leone T, Anagnostou G (2023) Thrust force requirements in fault zones with squeezing ground. Comput Geotech 160:105479

  • Oke J, Vlachopoulos N, Diederichs M (2018) Improvement to the convergence-confinement method: inclusion of support installation proximity and stiffness. Rock Mech Rock Eng 51:1495–1519

  • Panet M (1993) Understanding deformations in tunnels. Compr Rock Eng 1:663–690

    Google Scholar 

  • Pang CH, Chow YK, Yong KY (2005) Three-dimensional numerical simulation of tunnel advancement on adjacent pile foundation. Underground space use. Analysis of the past and lessons for the future, two. volume set. Taylor & Francis

    Google Scholar 

  • Paraskevopoulou C, Diederichs M (2018) Analysis of time-dependent deformation in tunnels using the convergence-confinement method. Tunn Undergr Space Technol 71:62–80

    Google Scholar 

  • Qian L, Zhang J, Wang X, Li Y et al (2022) Creep strain analysis and an improved creep model of granite based on the ratio of deviatoric stress-peak strength under different confining pressures. Environ Earth Sci 81:109

    Google Scholar 

  • Ramoni M, Anagnostou G (2010) Thrust force requirements for TBMs in squeezing ground. Tunn Undergr Space Technol 25:433–455

    Google Scholar 

  • Ring B, Comulada M (2018) Practical numerical simulation of the effect of TBM process pressures on soil displacements through 3D shift iteration. Undergr Space 3(4):297–309

    Google Scholar 

  • Rostami J, Ozdemir L (1993) A new model for performance prediction of hard rock TBMs. Rapid Excavation and Tunneling Conference, Chapter 50.

  • Samaei M, Ranjbarnia M, Nourani V, Naghadehi M Z (2020) Performance prediction of tunnel boring machine through developing high accuracy equations: A case study in adverse geological condition. Measurement 152:107244

  • Schubert W (2000) TBM excavation of tunnels in squeezing rock. Lo Scavo Meccanizzatodi Gallerie, Torino G. Barla ed., 355–364.

  • Shalabi FI (2005) FE analysis of time-dependent behavior of tunneling in squeezing ground using two different creep models. Tunn Undergr Space Technol 20:271–279

    Google Scholar 

  • Sharifzadeh M, Tarifard A, Moridi MA (2013) Time-dependent behavior of tunnel lining in weak rock mass based on displacement back analysis method. Tunn Undergr Space Technol 38:348–356

    Google Scholar 

  • Shen J (2009) Research and application on numerical simulation method for shield tunneling. Ph.D. Ph.D. Thesis, Shanghai Jiao Tong University

    Google Scholar 

  • Steiner W (1996) Tunnelling in squeezing rocks: case histories. Rock Mech Rock Eng 29:211–246

    Google Scholar 

  • Sterpi D (2007) Ground pressure and convergence for TBM driven tunnels in visco-plastic rocks. In: Proceedings of the ECCOMAS Thematic Conference on Computational Methods in Tunneling. University of Technology, Vienna, pp 1–054

    Google Scholar 

  • Sterpi D, Gioda G (2009) Visco-plastic behaviour around advancing tunnels in squeezing rock. Rock Mech Rock Eng 42:319–339

    Google Scholar 

  • Unlu T, Gercek H (2003) Effect of Poisson’s ratio on the normalized radial displacements occurring around the face of a circular tunnel. Tunn Undergr Space Technol 18:547–553

    Google Scholar 

  • Vlachopoulos N, Diederichs MS (2009) Improved longitudinal displacement profiles for convergence confinement analysis of deep tunnels. Rock Mech Rock Eng 42:131–146

    Google Scholar 

  • Wang Q Y, Zhu W C, Xu T, Niu L L, Wei J (2017) Numerical simulation of rock creep behavior with a damage-based constitutive law. International Journal of Geomechanics 17(1):04016044

  • Weng MC, Tsai LS et al (2010) Numerical modeling of tunnel excavation in weak sandstone using a time-dependent anisotropic degradation model. Tunn Undergr Space Technol 25:397–406

    Google Scholar 

  • Wittke W, Erichsen C, Gattermann J (2006) Stability analysis and design for mechanized tunnelling. WBI, Felsbau GmbH, Aachen

    Google Scholar 

  • Wu C, Chen Q, Basack S, Xu R, Shi Z (2016) Biaxial creep test study on the influence of structural anisotropy on rheological behavior of hard rock. J Mater Civ Eng 28:04016104

    Google Scholar 

  • Xu ZH et al (2021) Hard-rock TBM jamming subject to adverse geological conditions: influencing factor, hazard mode and a case study of Gaoligongshan Tunnel. Tunn Undergr Space Technol 108:103683

    Google Scholar 

  • Yagiz S (2006) TBM performance prediction based on rock properties. Proceedings of Multiphysics Coupling and Long Term Behavior in Rock Mechanics, EUROCK, 6, 663-670.

  • Yagiz S, Gokceoglu C, Sezer E, Iplikci S (2009) Application of two non-linear prediction tools to the estimation of tunnel boring machine performance. Eng Appl Artif Intell 22:808–814

    Google Scholar 

  • Zhang JZ, Zhou XP (2017) Time-dependent jamming mechanism for single-shield TBM tunneling in squeezing rock. Tunn Undergr Space Technol 69:209–222

    Google Scholar 

  • Zhang ZX, Liu C, Huang X, Kwok CY, Teng L (2016) Three-dimensional finite element analysis on ground responses during twin-tunnel construction using the URUP method. Tunn Undergr Space Technol 58:133–146

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Contributions

Conceptualization: Saeed Mahdevari. Methodology: Saeed Mahdevari and Danial Mohammadzamani. Formal analysis and investigation: Danial Mohammadzamani. Writing—original draft preparation: Danial Mohammadzamani and Armin Matindoust. Writing—review and editing: Danial Mohammadzamani and Armin Matindoust. Supervision: Saeed Mahdevari.

Corresponding author

Correspondence to S. Mahdevari.

Ethics declarations

Conflict of interest

The authors declare no competing interests.

Additional information

Responsible Editor: Murat Karakus

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Mohammadzamani, D., Mahdevari, S. & Matindoust, A. A new approach to evaluate the effect of over-boring and standstill time on thrust force of shielded TBMs based on penetration rate under squeezing conditions. Arab J Geosci 17, 75 (2024). https://doi.org/10.1007/s12517-024-11878-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-024-11878-8

Keywords

Navigation