Prediction of Surface Subsidence Caused by Rectangular Pipe Jacking Construction

Chao Zhang; Qi Jun Jia; Ri Qing Xu; Su Yang Feng

doi:10.1051/e3sconf/20183803024

All issues

Volume 38 (2018)

E3S Web Conf., 38 (2018) 03024

References

Open Access

Issue		E3S Web Conf. Volume 38, 2018 2018 4^th International Conference on Energy Materials and Environment Engineering (ICEMEE 2018)


Article Number		03024
Number of page(s)		6
Section		Water Conservancy and Civil Engineering
DOI		https://doi.org/10.1051/e3sconf/20183803024
Published online		04 June 2018

ZHANG Yu-sheng, ZHOU Ming-yi. Jacking process of a pipe with large diameter through a long distance[J]. Chinese Journal of Geotechnical Engineering, 2000, 04:506-508. [Google Scholar]
ZHU He-hua, WU Jiang-bin, PAN Tong-yan. Theoretical analysis of three-dimensional mechanical model of curved pipe jacking and its application[J]. Chinese Journal of Geotechnical Engineering, 2003, 04:492-495. [Google Scholar]
WEI Gang, XU Ri-qing, HUANG Bin. Analysis of stability failure for pipeline during long distance pipe jacking[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 08:1427-1432. [Google Scholar]
LV Jian-zhong, YANG Lei. Jacking construction method for soil pressure balance stylerectangle jacking-pipe (YJGF15-2000)[J]. Construction Technology, 2002, 09:43-45. [Google Scholar]
LIN Qiang-qiang. Analysis and control of the surface deformation caused by rectangular pipe jacking construction[D]. Tongji University, 2008. [Google Scholar]
WANG Ri-dong. Analysis of additional load imposed on underground pipelines nearby induced by the construction of rectangular pipejacking[J]. Low Temperature Architecture Technology, 2014, 09:124-127. [Google Scholar]
WANG Ri-dong. Research of computing method of soil deformation induced by the construction of rectangular pipejacking[J]. Journal of Jamusi University, 2014, 05:711-714+722. [Google Scholar]
Dingwen Zhang, Bo Liu, Yujun Qin.Construction of a large-section long pedestrian underpass using pipe jacking in muddy silty clay: A case study[J]. Tunnelling and Underground Space Technology, 2016, 60:151-164. [CrossRef] [Google Scholar]
PECK R B. Deep excavations and tunneling in soft ground[C]. Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City: State of the Art Report, 1969: 225-290. [Google Scholar]
HAN Xuan, LI Ning. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Journal of Rock Mechanics and Engineering, 2007, 03:594-600. [Google Scholar]
Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunneling I: Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29:929-940. [CrossRef] [Google Scholar]

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[1] ZHANG Yu-sheng, ZHOU Ming-yi. Jacking process of a pipe with large diameter through a long distance[J]. Chinese Journal of Geotechnical Engineering, 2000, 04:506-508. [Google Scholar]

[2] ZHU He-hua, WU Jiang-bin, PAN Tong-yan. Theoretical analysis of three-dimensional mechanical model of curved pipe jacking and its application[J]. Chinese Journal of Geotechnical Engineering, 2003, 04:492-495. [Google Scholar]

[3] WEI Gang, XU Ri-qing, HUANG Bin. Analysis of stability failure for pipeline during long distance pipe jacking[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 08:1427-1432. [Google Scholar]

[4] LV Jian-zhong, YANG Lei. Jacking construction method for soil pressure balance stylerectangle jacking-pipe (YJGF15-2000)[J]. Construction Technology, 2002, 09:43-45. [Google Scholar]

[5] LIN Qiang-qiang. Analysis and control of the surface deformation caused by rectangular pipe jacking construction[D]. Tongji University, 2008. [Google Scholar]

[6] WANG Ri-dong. Analysis of additional load imposed on underground pipelines nearby induced by the construction of rectangular pipejacking[J]. Low Temperature Architecture Technology, 2014, 09:124-127. [Google Scholar]

[7] WANG Ri-dong. Research of computing method of soil deformation induced by the construction of rectangular pipejacking[J]. Journal of Jamusi University, 2014, 05:711-714+722. [Google Scholar]

[8] Dingwen Zhang, Bo Liu, Yujun Qin.Construction of a large-section long pedestrian underpass using pipe jacking in muddy silty clay: A case study[J]. Tunnelling and Underground Space Technology, 2016, 60:151-164. [CrossRef] [Google Scholar]

[9] PECK R B. Deep excavations and tunneling in soft ground[C]. Proceedings of 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City: State of the Art Report, 1969: 225-290. [Google Scholar]

[10] HAN Xuan, LI Ning. Comparative analysis of strata prediction models for ground movement induced by tunnel construction[J]. Journal of Rock Mechanics and Engineering, 2007, 03:594-600. [Google Scholar]

[11] Lee K M, Rowe R K, Lo K Y. Subsidence owing to tunneling I: Estimating the gap parameter[J]. Canadian Geotechnical Journal, 1992, 29:929-940. [CrossRef] [Google Scholar]