Two Underground Pedestrian Passages Using Pipe Jacking: Case Study
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 2
Abstract
This case report presents two pedestrian passages underneath an urban expressway with a spacing of 0.5 m, which were constructed using rectangular pipe jacking technology in Nanjing, China. To better understand the field performance and the geoenvironmental impacts of rectangular pipe jacking technology, real-time monitoring was conducted with the installation of measurement devices at 43 measurement points. These points were set up to measure lateral earth pressure, excess pore water pressure, soil lateral displacement, and ground surface settlement. By analyzing field measurement data and operational parameters, this study documents operational parameters throughout the jacking process of two successively constructed tunnels and presents geoenvironmental impacts of the rectangular pipe jacking technology. In this process, the study finds that large ground settlements around the jacking shaft were due to the strong soil-carrying effect of the rectangular pipe jacking technology.
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Acknowledgments
Sincere gratitude is extended to China Tiesiju Civil Engineering Group Co., Ltd., for the assistance in field data collection. Moreover, the first author would like to express his gratitude to Nanjing Tongli Construction Group Co., Ltd., for providing detailed construction parameters of rectangular pipe jacking. The research work described herein was funded by the National Natural Science Foundation of China (Grant No. 41672257) and by the Fundamental Research Funds for the Central Universities (Project 2018B12914). The insightful comments and suggestions from four anonymous reviewers, the editor, and the associate editor are sincerely appreciated.
References
Addenbrooke, T. I., and D. M. Potts. 2001. “Twin tunnel interaction: Surface and subsurface effects.” Int. J. Geomech. 1 (2): 249–271. https://doi.org/10.1061/(ASCE)1532-3641(2001)1:2(249).
Cheng, W. C., J. C. Ni, and S. L. Shen. 2017. “Experimental and analytical modeling of shield segment under cyclic loading.” Int. J. Geomech. 17 (6): 04016146. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000810.
Choo, C. S., and D. E. L. Ong. 2015. “Evaluation of pipe-jacking forces based on direct shear testing of reconstituted tunneling rock spoils.” J. Geotech. Geoenviron. Eng. 141 (10): 04015044. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001348.
Cui, Q. L., Y. S. Xu, S. L. Shen, Z. Y. Yin, and S. Horpibulsuk. 2015. “Field performance of concrete pipes during jacking in cemented sandy silt.” Tunnelling Underground Space Technol. 49 (Jun): 336–344. https://doi.org/10.1016/j.tust.2015.05.005.
DeGrande, V., D. Tantalean, and M. Murphy. 2013. “Field performance of 120-inch pressure cast steel pipe sections.” In Pipelines, 350–359. Reston, VA: ASCE.
Divall, S., R. J. Goodey, and S. E. Stallebrass. 2017. “Twin-tunnelling-induced changes to clay stiffness.” Géotechnique 67 (10): 906–913. https://doi.org/10.1680/jgeot.sip17.P.151.
Khazaei, S., H. Shimada, T. Kawai, T. Yotsumoto, and K. Matsui. 2006. “Monitoring of over cutting area and lubrication distribution in a large slurry pipe jacking operation.” Geotech. Geol. Eng. 24 (3): 735–755. https://doi.org/10.1007/s10706-004-5436-1.
Li, Z. H. 2014. Influence of rectangular pipe jacking construction on neighboring buildings. [In Chinese.] Guangzhou, China: Guangzhou Univ.
Liu, Y. X., S. P. Jiang, and Y. M. Zhao. 2004. “Testing study on mechanical characteristics of natural underconsolidated soils.” [In Chinese.] Chin. J. Rock Mech. Eng. 23 (1): 4409–4413.
Ma, B., and W. Zhou. 2013. “China’s municipal pipelines: Today and tomorrow.” In Pipelines, 10–18. Reston, VA: ASCE.
Milligan, G. W. E., and P. Norris. 1996. “Site-based research in pipe jacking—Objectives, procedures and a case history.” Tunnelling Underground Space Technol. 11 (1): 3–24. https://doi.org/10.1016/0886-7798(95)00041-0.
Ong, D. E. L., and C. S. Choo. 2016. “Back-analysis and finite element modeling of jacking forces in weathered rocks.” Tunnelling Underground Space Technol. 51 (Jan): 1–10. https://doi.org/10.1016/j.tust.2015.10.014.
Pellet, B. A. L., and R. Kastner. 2002. “Experimental and analytical study of friction forces during micro-tunneling operations.” Tunnelling Underground Space Technol. 17 (1): 83–97. https://doi.org/10.1016/S0886-7798(01)00044-X.
Shen, S. L., Q. L. Cui, C. E. Ho, and Y. S. Xu. 2016. “Ground response to multiple parallel microtunneling operations in cemented silty clay and sand.” J. Geotech. Geoenviron. Eng. 142 (5): 04016001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001441.
Shen, S. L., Z. F. Wang, and W. C. Cheng. 2017. “Estimation of lateral displacement induced by jet grouting in clayey soils.” Géotechnique 67 (7): 621–630. https://doi.org/10.1680/jgeot.16.P.159.
Shen, S. L., H. N. Wu, Y. J. Cui, and Z. Y. Yin. 2014. “Long-term settlement behavior of metro tunnels in the soft deposits of Shanghai.” Tunnelling Underground Space Technol. 40 (Feb): 309–323. https://doi.org/10.1016/j.tust.2013.10.013.
Shen, S. L., and Y. S. Xu. 2011. “Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai.” Can. Geotech. J. 48 (9): 1378–1392. https://doi.org/10.1139/t11-049.
Sun, Y., J. B. Su, X. H. Xia, and Z. L. Xu. 2015. “Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction.” Can. Geotech. J. 52 (12): 2008–2016. https://doi.org/10.1139/cgj-2015-0024.
Tan, Y., and B. Wei. 2012. “Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay.” J. Geotech. Geoenviron. Eng. 138 (1): 69–88. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000553.
Wu, H. N., S. L. Shen, S. M. Liao, and Z. Y. Yin. 2015. “Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings.” Tunnelling Underground Space Technol. 50 (Aug): 317–323. https://doi.org/10.1016/j.tust.2015.08.001.
Wu, H. N., S. L. Shen, and J. Yang. 2017. “Identification of tunnel settlement caused by land subsidence in soft deposit of Shanghai.” J. Perform. Constr. Facil. 31 (6): 04017092. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001082.
Wu, Y. X., S. L. Shen, and D. J. Yuan. 2016. “Characteristics of dewatering induced drawdown curve under blocking effect of retaining wall in aquifer.” J. Hydrol. 539 (Aug): 554–566. https://doi.org/10.1016/j.jhydrol.2016.05.065.
Xia, J., X. M. Chen, S. B. Yan, and Y. P. Ruan. 1997. “On microstructural analysis for consolidation and compression of recent flood plain soft soil.” [In Chinese.] Chin. J. Geotech. Eng. 19 (5): 69–75.
Yen, J., and K. Shou. 2015. “Numerical simulation for the estimation the jacking force of pipe jacking.” Tunnelling Underground Space Technol. 49 (Jun): 218–229. https://doi.org/10.1016/j.tust.2015.04.018.
Zhen, L., J. J. Chen, P. Qiao, and J. H. Wang. 2014. “Analysis and remedial treatment of a steel pipe-jacking accident in complex underground environment.” Eng. Struct. 59 (2): 210–219. https://doi.org/10.1016/j.engstruct.2013.10.025.
Zhu, H. 2010. “The design and discussion on the underground station entrance channel of rectangular pipe jacking engineering.” [In Chinese.] Underground Eng. Tunnels 1: 1–4.
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©2018 American Society of Civil Engineers.
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Received: Aug 28, 2017
Accepted: Jul 30, 2018
Published online: Nov 27, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 27, 2019
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