Technical Papers
Jul 23, 2021

Ground Settlement Caused by Shield Tunneling in Soil-Rock Composite Strata

Publication: Journal of Performance of Constructed Facilities
Volume 35, Issue 5

Abstract

In this study, ground surface settlement induced by shield tunneling construction is investigated, where special strata composed of upper soil layers and lower rock layers are fully considered. The field data indicates that in soil-rock composite strata, the settlement trough along the transverse surface shows approximately normal distribution. The settlement that occurs during construction accounts for more than 60% of final settlement. The traditional Peck formula was modified to fit this composite strata by regression analysis of the measured data. The suggested values of modification factors α and β ranged from 0.6 to 1.2 and from 0.3 to 0.9, respectively. Moreover, the results of the numerical simulation show that the settlement pattern along the transverse surface in the soil-rock composite strata is significantly influenced by the hard-layer ratio m (hard-layer depth to excavation diameter). Surface settlement decreases, but trough width increases with as the hard-layer ratio increases. In particular, a roughly linear relationship between maximum surface settlement and hard-layer ratio is presented. A method of predicting settlement in shield tunneling construction in soil-rock composite strata is also proposed in this study.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study is partially supported by the National Natural Science Foundation of China (Grant No. 51978159) and the National Key R&D Program of China (Grant No. 2015BAB07B06).

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 35Issue 5October 2021

History

Received: Feb 3, 2021
Accepted: Apr 30, 2021
Published online: Jul 23, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 23, 2021

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Jianwen Ding, Ph.D. [email protected]
Associate Professor, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author). Email: [email protected]
Graduate Student, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Huang Zhang [email protected]
Assistant Engineer, Jiaxing Development and Reform Commission, No. 1, Guangchang Rd., Nanhu District, Jiaxing 314000, China. Email: [email protected]
Graduate Student, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Zhaosheng Liao [email protected]
Graduate Student, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Huigang Liu [email protected]
Graduate Student, Institute of Geotechnical Engineering, School of Transportation, Southeast Univ., Nanjing 210096, China. Email: [email protected]

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Cited by

  • Analysis of existing railway deformation caused by double shield tunnel construction in soil–rock composite stratum, Energy Reports, 10.1016/j.egyr.2022.11.160, 9, (159-165), (2023).
  • Asymmetric deformation characteristics and mechanical behavior for tunnels in soft-hard inclined contact strata under high geo-stress: a case study, Bulletin of Engineering Geology and the Environment, 10.1007/s10064-022-02784-y, 81, 7, (2022).

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