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Effect of cutterhead configuration on tunnel face stability during shield machine maintenance outages

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Abstract

Owing to long-distance advancement or obstacles, shield tunneling machines are typically shut down for maintenance. Engineering safety during maintenance outages is determined by the stability of the tunnel face. Pressure maintenance openings are typically used under complicated hydrogeological conditions. The tunnel face is supported by a medium at the bottom of the excavation chamber and compressed air at the top. Owing to the high risk of face failure, the necessity of support pressure when cutterhead support is implemented and a method for determining the value of compressed air pressure using different support ratios must to be determined. In this study, a non-fully chamber supported rotational failure model considering cutterhead support is developed based on the upper-bound theorem of limit analysis. Numerical simulation is conducted to verify the accuracy of the proposed model. The results indicate that appropriately increasing the specific gravity of the supporting medium can reduce the risk of collapse. The required compressed air pressure increases significantly as the support ratio decreases. Disregarding the supporting effect of the cutterhead will result in a tunnel face with underestimated stability. To satisfy the requirement of chamber openings at atmospheric pressure, the stratum reinforcement strength and range at the shield end are provided based on different cutterhead aperture ratios.

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References

  1. Hu X, Zhang Z, Kieffer S. A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils. Frontiers of Structural and Civil Engineering, 2012, 6(2): 176–187

    Google Scholar 

  2. Geng Z, Jin D, Yuan D. Face stability analysis of cohesion-frictional soils considering the soil arch effect and the instability failure process. Computers and Geotechnics, 2023, 153: 105050

    Article  Google Scholar 

  3. Liu X X, Shen S L, Xu Y S, Yin Z Y. Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(4): 655–673

    Article  Google Scholar 

  4. Liu X X, Shen S L, Zhou A, Xu Y S. Evaluation of foam conditioning effect on groundwater inflow at tunnel cutting face. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(2): 463–481

    Article  Google Scholar 

  5. Ren D J, Shen S L, Chai J C, Zhou A. Analysis of disc cutter failure in shield tunnelling using 3D circular cutting theory. Engineering Failure Analysis, 2018, 90: 23–35

    Article  Google Scholar 

  6. Ren D J, Shen S L, Arulrajah A, Cheng W C. Prediction model of TBM disc cutter wear during tunnelling in heterogeneous ground. Rock Mechanics and Rock Engineering, 2018, 51(11): 3599–3611

    Article  Google Scholar 

  7. Elbaz K, Shen S L, Zhou A, Yin Z Y, Lyu H M. Prediction of disc cutter life during shield tunneling with AI via the incorporation of a genetic algorithm into a GMDH-type neural network. Engineering (Beijing), 2021, 7(2): 238–251

    Google Scholar 

  8. Lyu H M, Shen S L, Zhou A, Yin Z Y. Assessment of safety status of shield tunnelling using operational parameters with enhanced SPA. Tunnelling and Underground Space Technology, 2022, 123: 104428

    Article  Google Scholar 

  9. Zhang X, Tang S, Wu J, Chen P, Tang J, Tu X. Prediction and analysis of abrasiveness of dense sandy stratum by slurry shield at Sutong GIL utility tunnel engineering. Journal of Engineering Geology, 2017, 25(5): 1364–1373

    Google Scholar 

  10. Zhang W, Koizumi A. Behavior of composite segment for shield tunnel. Tunnelling and Underground Space Technology, 2010, 25(4): 325–332

    Article  Google Scholar 

  11. Tan X, Chen W, Wu G, Wang L, Yang J. A structural health monitoring system for data analysis of segment joint opening in an underwater shield tunnel. Structural Health Monitoring, 2020, 19(4): 1032–1050

    Article  Google Scholar 

  12. Wei Z, Fanlu M, Zhanhu Y, Daiwei W, Teng J. Technical status and case study on intervention in the shield chamber. Modern Tunnelling Technology, 2015, 52(1): 9–18 (in Chinese)

    Google Scholar 

  13. Rezaei A H, Shirzehhagh M, Golpasand M R B. EPB tunneling in cohesionless soils: A study on Tabriz Metro settlements. Geomechanics and Engineering, 2019, 19(2): 153–165

    Google Scholar 

  14. Xue Y, Li X, Qiu D, Ma X, Kong F, Qu C, Zhao Y. Stability evaluation for the excavation face of shield tunnel across the Yangtze River by multi-factor analysis. Geomechanics and Engineering, 2019, 19(3): 283–293

    Google Scholar 

  15. Jin D, Zhang Z, Yuan D. Effect of dynamic cutterhead on face stability in EPB shield tunneling. Tunnelling and Underground Space Technology, 2021, 110(1): 103827

    Article  Google Scholar 

  16. Wang H, Huang M, Lv X, Zhou W. Upper-bound limit analysis of stability of shield tunnel face considering seepage. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 1696–1704 (in Chinese)

    Google Scholar 

  17. Tang X W, Liu W, Albers B, Savidis S. Upper bound analysis of tunnel face stability in layered soils. Acta Geotechnica, 2014, 9(4): 661–671

    Article  Google Scholar 

  18. Yang X L, Zhang R. Collapse analysis of shallow tunnel subjected to seepage in layered soils considering joined effects of settlement and dilation. Geomechanics and Engineering, 2017, 13(2): 217–235

    Google Scholar 

  19. Zou J, Chen G, Qian Z. Tunnel face stability in cohesion-frictional soils considering the soil arching effect by improved failure models. Computers and Geotechnics, 2019, 106: 1–17

    Article  Google Scholar 

  20. Juneja A, Hegde A, Lee F H, Yeo C H. Centrifuge modelling of tunnel face reinforcement using forepoling. Tunnelling and Underground Space Technology, 2010, 25(4): 377–381

    Article  Google Scholar 

  21. Liu W, Zhao Y, Shi P, Li J, Gan P. Face stability analysis of shield-driven tunnels shallowly buried in dry sand using 1-g large-scale model tests. Acta Geotechnica, 2018, 13(3): 693–705

    Article  Google Scholar 

  22. Liu X Y, Fang H Y, Wang F M, Yuan D J. Horizontal trap-door investigation on face failure zone of shield tunneling in sands. Journal of Central South University, 2021, 28(3): 866–881

    Article  Google Scholar 

  23. Lei H, Zhang Y, Hu Y, Liu Y. Model test and discrete element method simulation of shield tunneling face stability in transparent clay. Frontiers of Structural and Civil Engineering, 2021, 15(1): 147–166

    Article  Google Scholar 

  24. Paternesi A, Schweiger H F, Scarpelli G. Numerical analyses of stability and deformation behavior of reinforced and unreinforced tunnel faces. Computers and Geotechnics, 2017, 88: 256–266

    Article  Google Scholar 

  25. Zhang Z X, Hu X Y, Scott K D. A discrete numerical approach for modeling face stability in slurry shield tunnelling in soft soils. Computers and Geotechnics, 2011, 38(1): 94–104

    Article  Google Scholar 

  26. Mollon G, Dias D, Soubra A H. Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(12): 1363–1388

    Article  Google Scholar 

  27. Perazzelli P, Leone T, Anagnostou G. Tunnel face stability under seepage flow conditions. Tunnelling and Underground Space Technology, 2014, 43: 459–469

    Article  Google Scholar 

  28. Pan Q, Dias D. The effect of pore water pressure on tunnel face stability. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(15): 2123–2136

    Article  Google Scholar 

  29. Ji X, Ni P, Barla M, Zhao W, Mei G. Earth pressure on shield excavation face for pipe jacking considering arching effect. Tunnelling and Underground Space Technology, 2018, 72: 17–27

    Article  Google Scholar 

  30. Kirsch A. Experimental investigation of the face stability of shallow tunnels in sand. Acta Geotechnica, 2010, 5(1): 43–62

    Article  MathSciNet  Google Scholar 

  31. Chen R P, Li J, Kong L G, Tang L J. Experimental study on face instability of shield tunnel in sand. Tunnelling and Underground Space Technology, 2013, 33: 12–21

    Article  Google Scholar 

  32. Qarmout M, König D, Gussmann P, Thewes M, Schanz T. Tunnel face stability analysis using Kinematical Element Method. Tunnelling and Underground Space Technology, 2019, 85: 354–367

    Article  Google Scholar 

  33. Zhu W B, Ju S J. Shield Tunneling Technology in Mixed Face Ground Conditions. Beijing: China Science and Technology Press, 2006 (in Chinese)

    Google Scholar 

  34. Wang H X. Type selection of the head aperture ratio of EPB shield cutter heads and adaptability to stratum characteristics. China Civil Engineering Journal, 2010, 43(3): 88–92 (in Chinese)

    Google Scholar 

  35. Min F, Zhu W, Lin C, Guo X. Opening the excavation chamber of the large-diameter size slurry shield: A case study in Nanjing Yangtze River Tunnel in China. Tunnelling and Underground Space Technology, 2015, 46: 18–27

    Article  Google Scholar 

  36. Wang J, He C, Wang C, Chen Z Q, Tang R. Face stability analysis of EPB shield tunnel in sand. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 177–185 (in Chinese)

    Google Scholar 

  37. Hu X, Cheng J, Ju J W. Influence of the cutterhead configuration and operation parameters on the face stability of EPB shield tunnels in dry granular soils. International Journal of Geomechanics, 2021, 21(5): 04021050

    Article  Google Scholar 

  38. Zhu W, Qian Y, Wang L, Hu J, Xing H, Lu K. Problems and measures of earth pressure balance shield during construction with the unfilled chamber. China Journal of Highway and Transport, 2020, 33(12): 224–234 (in Chinese)

    Google Scholar 

  39. Zhang Z, Huang M, Zhang C, Jiang K, Bai Q. Analytical prediction of tunneling-induced ground movements and liner deformation in saturated soils considering influences of shield air pressure. Applied Mathematical Modelling, 2020, 78: 749–772

    Article  MathSciNet  MATH  Google Scholar 

  40. Nagel F, Meschke G. An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling. International Journal for Numerical and Analytical Methods in Geomechanics, 2010, 34(6): 605–625

    Article  MATH  Google Scholar 

  41. Xu Q, Zhu H, Ding W, Ge X. Laboratory model tests and field investigations of EPB shield machine tunnelling in soft ground in Shanghai. Tunnelling and Underground Space Technology, 2011, 26(1): 1–14

    Article  Google Scholar 

  42. Idinger G, Aklik P, Wu W, Borja R I. Centrifuge model test on the face stability of shallow tunnel. Acta Geotechnica, 2011, 6(2): 105–117

    Article  Google Scholar 

  43. Qiang Y, Zhao M, Lin J, Cheng L, Li L, He Z. Research on coefficient of earth pressure at rest. Rock and Soil Mechanics, 2013, 34(3): 727–730 (in Chinese)

    Google Scholar 

  44. Chen W F. Limit Analysis and Soil Plasticity. Amsterdam: Elsevier, 1975

    MATH  Google Scholar 

  45. Mollon G, Dias D, Soubra A H. Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135(9): 1314–1325

    Article  Google Scholar 

  46. Yu L, Zhang D, Fang Q, Cao L, Zhang Y, Xu T. Face stability of shallow tunnelling in sandy soil considering unsupported length. Tunnelling and Underground Space Technology, 2020, 102: 103445

    Article  Google Scholar 

  47. Yang W, Zheng J, Zhang R, Qiao Y. Face stability analysis of shield tunnel considering variabilityof soil parameters and support pressure in clay. Journal of Civil and Environmental Engineering, 2021, 43(6): 27–37

    Google Scholar 

  48. Min F, Zhu W, Han X. Filter cake formation for slurry shield tunneling in highly permeable sand. Tunnelling and Underground Space Technology, 2013, 38: 423–430

    Article  Google Scholar 

  49. Pani L, Stochino F. Punching of reinforced concrete slab without shear reinforcement: Standard models and new proposal. Frontiers of Structural and Civil Engineering, 2020, 14(5): 1196–1214

    Article  Google Scholar 

  50. Zhang H, Xing H. Mechanical characteristic and microstructure of salt-rich cement soil. Bulletin of Engineering Geology and the Environment, 2022, 81(3): 1–12

    Article  Google Scholar 

Download references

Acknowledgements

The authors gratefully acknowledge financial support from the Joint Funds of the National Natural Science Foundation of China (Grant No. U1830208) and the National Natural Science Foundation of China (Grant No. 52008021).

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Correspondence to Dalong Jin.

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Yang, Y., Yuan, D. & Jin, D. Effect of cutterhead configuration on tunnel face stability during shield machine maintenance outages. Front. Struct. Civ. Eng. 17, 522–532 (2023). https://doi.org/10.1007/s11709-023-0930-9

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  • DOI: https://doi.org/10.1007/s11709-023-0930-9

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