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Study on Calculation Method of Jacking Force for Circular Curve Pipe Jacking Considering Pipe-Soil Contact State

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Abstract

Utilizing data from the Gongbei Tunnel's curved steel pipe section within the Hong Kong–Zhuhai–Macao Bridge, the accuracy of jacking force calculation methods in circular curve pipe jacking was examined. Then, an ABAQUS-based finite element model considering the grouting effect and the pipe-soil contact range is established, and the calculation of the jacking force is carried out. Upon comparing the results with measured jacking force data, it is evident that the JMTA formula, Shanghai code formula, and Shimada formula exhibit a descending order of accuracy in calculating jacking force values. Notably, the lower limit calculation value of the Shimada formula, which accounts for 1/3 pipe-soil contact surface, closely approximates the measured value. Numerical simulations reveal that a 1/3 contact state simulates the jacking force, gradually approaching the 1/2 contact state. In the grouting state, the measured jacking force aligns closely with the 1/2 contact state in the early stages of simulating the jacking force; conversely, during later stages when jacking stabilizes, the measured jacking force more closely resembles the 1/3 contact state. Consequently, the predicted jacking force of the numerical model considering the pipe-soil contact state is closer to the actual jacking force, which can provide a valuable guidance for the calculation of jacking force under similar working conditions.

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References

  1. Ma B, Najafi M (2008) Development and applications of trenchless technology in China. Tunn Undergr Space Technol 23(4):476–480

    Article  Google Scholar 

  2. Sterling RL (2020) Developments and research directions in pipe jacking and microtunneling. Undergr Space 5(1):1–19

    Article  Google Scholar 

  3. Jia P, Zhao W, Khoshghalb A et al (2020) A new model to predict ground surface settlement induced by jacked pipes with flanges. Tunn Undergr Space Technol 98:103330

    Article  Google Scholar 

  4. Feng X, Zhang Y, Yuan X et al (2022) An experimental study on frictional properties of concrete pipe-soil interface. J Pipeline Syst Eng Pract 13(2):04022004

    Article  Google Scholar 

  5. Ong DEL, Choo CS (2018) Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 1. Direct shear testing and backanalysis. Eng Geol 244:159–172

    Article  Google Scholar 

  6. Oreilly MP, Rogers DF (1987) Pipe jacking forces. In: International conference on foundations and tunnels, Pp 201–208

  7. Milligan GWE, Norris P (1999) Pipe–soil interaction during pipe jacking. Proc Inst Civ Eng-Geotech Eng 137(1):27–44

    Article  Google Scholar 

  8. Haslem RF (2011) Pipe-jacking forces: from practice to theory. In: Proceedings of the international conference on infrastructure renovation and waste control 8th–10th APRIL 1986: An international conference and exhibition to celebrate the north western association centenary. Thomas Telford Publishing, pp 173–180

  9. Khazaei S, Shimada H, Matsui K (2004) Analysis and prediction of thrust in using slurry pipe jacking method. Tunn Undergr Space Technol 19(4/5):356

    Google Scholar 

  10. Japan Micro Tunneling Association (2013) Pipe-Jacking Application. JMTA, Tokyo

  11. Association PJ (1995) Guide to best practice for the installation of pipe jacks and microtunnels. Pipe Jacking Association, London

    Google Scholar 

  12. ASCE27–00 (2000) Standard practice for direct design of precast concrete pipe for jacking in trenchless construction. American Society of Civil Engineers, Reston, VA.

  13. French Society for Trenchless Technology (2006) Microtunneling and horizontal drilling: Recommendations: French National Project “Microtunnels”: Recommendations. ISTE, London

    Book  Google Scholar 

  14. Shimada H, Khazaei S, Matsui K (2004) Small diameter tunnel excavation method using slurry pipe-jacking. Geotech Geol Eng 22(2):161–186

    Article  Google Scholar 

  15. Shou KJ, Jiang JM (2010) A study of jacking force for a curved pipejacking. J Rock Mech Geotech Eng 2(4):298–304

    Google Scholar 

  16. Zhang P, Behbahani SS et al (2018) A jacking force study of curved steel pipe roof in Gongbei tunnel: calculation review and monitoring data analysis. Tunn Underg Space Technol 72(06):305–322

    Article  Google Scholar 

  17. Zhang P, Ma B, Zeng C et al (2016) Key techniques for the largest curved pipe jacking roof to date: a case study of Gongbei tunnel. Tunn Undergr Space Technol 59:134–145

    Article  Google Scholar 

  18. Sheil BB, Suryasentana SK, Templeman JO et al (2022) Prediction of pipe-jacking forces using a Bayesian updating approach. J Geotech Geoenviron Eng 148(1):04021173

    Article  Google Scholar 

  19. Feng X, Zhang P, Chen X et al (2023) Field mechanical properties of large section concrete pipes during jacking in fractured moderately weathered siltstone. Tunn Undergr Space Technol 131:104818

    Article  Google Scholar 

  20. Choo CS, Ong DEL (2020) Assessment of non-linear rock strength parameters for the estimation of pipe-jacking forces. Part 2. Numerical modeling. Eng Geol 265:105405

    Article  Google Scholar 

  21. Zhang P, Feng X, Zeng C et al (2022) Field performance of steel pipes during curve jacking in Gongbei tunnel. Tunn Undergr Space Technol 128:104585

    Article  Google Scholar 

  22. Jia P, Nie Y, Shi P et al (2022) Flexural performance of a novel pipe-roof structure and optimization of key parameters. J Constr Steel Res 199:107594

    Article  Google Scholar 

  23. Yen J, Shou K (2015) Numerical simulation for the estimation the jacking force of pipe jacking. Tunn Undergr Space Technol 49:218–229

    Article  Google Scholar 

  24. Shou K, Yen J, Liu M (2010) On the frictional property of lubricants and its impact on jacking force and soil–pipe interaction of pipe-jacking. Tunn Undergr Space Technol 25(4):469–477

    Article  Google Scholar 

  25. Pellet-Beaucour AL, Kastner R (2002) Experimental and analytical study of friction forces during microtunneling operations. Tunn Undergr Space Technol 17(1):83–97

    Article  Google Scholar 

  26. Najafi M, Gokhale S, Calderón DR et al (2021) Trenchless technology: pipeline and utility design, construction, and renewal. McGraw-Hill Education, New York

    Google Scholar 

  27. Stein D, Möllers K, Bielecki R, et al (1989) Microtunnelling: installation and renewal of nonman-size supply and sewage lines by the trenchless construction method

  28. Zhou H, Huang S, Zhang P et al (2023) Prediction of jacking force using PSO-BPNN and PSO-SVR algorithm in curved pipe roof. Tunn Undergr Space Technol 138:105159

    Article  Google Scholar 

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Acknowledgements

The authors are grateful to China Railway Tunnel Group Co., Ltd and Zhuhai Supply Bureau of Guangdong Power Grid Co., Ltd. for providing the field data.

Funding

This study was funded by the Department of Science and Technology of Guangdong Province, China (2021ZT09G087) and the Guangzhou major science and technology special projects (20220602JBGS01).

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CP helped in investigation, writing—original draft, validation, formal analysis, data curation, writing—review and editing. BS was involved in conceptualization, resources, supervision. YP contributed to investigation, data curation, resources. JN helped in conceptualization, resources, writing—review and editing, project administration. YL performed writing—review and editing, data curation.

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Correspondence to Chao Pei.

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Pei, C., Shi, B., Peng, Y. et al. Study on Calculation Method of Jacking Force for Circular Curve Pipe Jacking Considering Pipe-Soil Contact State. Indian Geotech J (2023). https://doi.org/10.1007/s40098-023-00814-4

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