Technical Papers
Jan 30, 2021

Effect of Excavation Sequence on Uplift Deformation of Underlying Existing Metro Tunnel

Publication: Journal of Performance of Constructed Facilities
Volume 35, Issue 2

Abstract

Although an appropriate excavation sequence contributes to minimizing the excavation-induced impact on the underlying existing tunnel, few studies have focused on the comparison of the excavation sequence for engineering projects in practice. In this paper, the numerical simulations based on FLAC3D were carried out to discuss the excavation-induced impact on the underlying existing tunnel, and the numerical results were analyzed in combination with the field data through a case history. The influence of different excavation sequences on the underlying tunnel was interpreted in comparison with the practical construction process. The results show that the excavation directly above the existing tunnel is the main cause of the uplift deformation of the underlying tunnel and that the soil above both sides of the tunnel should be excavated preferentially. The timely application of the foundation pit floor structure, together with the uplift piles and isolated piles, forms a door-frame structure that can effectively suppress the uplift deformation of the underlying tunnel after the excavation directly above the tunnel.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, model, or code generated or used during the study are available from the corresponding author by request (some numerical simulation data).

Acknowledgments

The majority of the work presented in this paper was funded by the National Natural Science Foundation for Surface Project of China (Grant Nos. 51878157 and 41572273) and the Jiangsu Natural Science Foundation (Grant No. BK20181282). These financial supports are gratefully acknowledged.

References

Abdel-Meguid, M., R. K. Rowe, and K. Y. Lo. 2002. “3D effects of surface construction over existing subway tunnels[J].” Int. J. Geomech. 2 (4): 447–469. https://doi.org/10.1061/(ASCE)1532-3641(2002)2:4(447).
Chen, J. J., Y. F. Zhu, M. G. Li, and S. L. Wen. 2015. “Novel excavation and construction method of an underground highway tunnel above operating metro tunnels.” J. Aerosp. Eng. 28 (6): A4014003. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000437.
Devriendt, M., L. Doughty, P. Morrison, and A. Pillai. 2010. “Displacement of tunnels from a basement excavation in London.” Proc. Inst. Civ. Eng. Geotech. Eng. 163 (3): 131–145. https://doi.org/10.1680/geng.2010.163.3.131.
Dolezalova, M. 2001. “Tunnel complex unloaded by a deep excavation.” Comput. Geotech. 28 (3): 469–493.
Ferrada, X., and A. Serpell. 2014. “Selection of construction methods for construction projects: A knowledge problem.” J. Constr. Eng. 140 (4): B4014002.
Ghaboussi, J., W. H. Hansmire, H. W. Parker, and K. J. Kim. 1984. “Finite element simulations of tunnelling over subways.” Geotech. Eng. 109 (3): 318–334. https://doi.org/10.1061/(ASCE)0733-9410(1983)109:3(318).
Guo, P. F., L. C. Yang, S. H. Zhou, Q. M. Gong, and J. H. Xiao. 2016. “Measurement data analyses of heave deformation of shield tunnels due to overlying pit excavation.” [In Chinese.] Supplement, Rock Soil Mech. 77 (S2): 613–621.
Kojima, Y., and K. Yashiro. 2005. “Deformation behaviour of tunnel lining due to ground surface loading and unloading above the tunnel.” Q. Rep. RTRI 46 (2): 143–146. https://doi.org/10.2219/rtriqr.46.143.
Li, J. J., and R. W. Liang. 2009. “Research on compression strength and modulus of deformation of cemented soil.” [In Chinese.] Rock Soil Mech. 35 (02): 473–477.
Li, M. G., J. J. Chen, J. H. Wang, and Y. F. Zhu. 2018. “Comparative study of construction methods for deep excavation above shield tunnels.” Tunnelling Underground Space Technol. 71: 329–339. https://doi.org/10.1016/j.tust.2017.09.014.
Liang, R. Z., T. D. Xia, M. S. Huang, and C. G. Lin. 2017. “Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect.” Comput. Geotech. 81 (Jan): 167–187. https://doi.org/10.1016/j.compgeo.2016.08.017.
Lo, K. Y., and J. A. Ramsay. 1991. “The effect of construction on existing subway tunnels–a case study from Toronto.” Tunnelling Underground Space Technol. 6 (3): 287–297. https://doi.org/10.1016/0886-7798(91)90140-Y.
Lu, J. F., and A. Hanyga. 2005. “Wave field simulation for heterogeneous porous media with singular memory dray force.” J. Comput. Phys. 208 (2): 651–674. https://doi.org/10.1016/j.jcp.2005.03.008.
Ng, C. W. W., H. S. Sun, G. H. Lei, J. W. Shi, and D. Mašín. 2015b. “Ability of three different soil constitutive models to predict a tunnel’s responses to basement excavation.” Can. Geotech. J. 52 (11): 1685–1698. https://doi.org/10.1139/cgj-2014-0361.
Roscoe, K. H., and J. B. Burland. 1968. “On the generalized stress-strain behaviour of ‘wet’ clay.” In Engineering plasticity, edited by J. Heyman and F. A. Leckie, 535–609. New York: Cambridge University Press.
Sharifzadeh, M., F. Kolivand, M. Ghorbani, and S. Yasrobi. 2013. “Design of sequential excavation method for large span urban tunnels in the soft ground-Niayesh tunnel.” Tunnelling Underground Space Technol. 35 (Apr): 178–188. https://doi.org/10.1016/j.tust.2013.01.002.
Sharma, J. S., A. M. Hefny, J. Zhao, and C. W. Chan. 2001. “Effect of large excavation on deformation of adjacent MRT tunnels.” Tunnelling Underground Space Technol. 16 (2): 93–98. https://doi.org/10.1016/S0886-7798(01)00033-5.
Shi, J., C. W. W. Ng, and Y. Chen. 2017. “A simplified method to estimate three-dimensional tunnel responses to basement excavation.” Tunnelling Underground Space Technol. 62 (Feb): 53–63. https://doi.org/10.1016/j.tust.2016.11.007.
Son, M., and E. J. Cording. 2005. “Estimation of building damage due to excavation-induced ground movements.” J. Geotech. Geoenviron. Eng. 131 (2): 162–177. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(162).
Tan, Y., X. Li, Z. J. Kang, J. X. Liu, and Y. B. Zhu. 2015. “Zoned excavation of an oversized pit close to an existing metro line in stiff clay: Case study.” J. Perform. Constr. Facil. 29 (6): 04014158. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000652.
Xu, Z. H., and W. D. Wang. 2010. “Selection of soil constitutive models for numerical analysis of deep excavations in close proximity to sensitive properties.” [In Chinese.] Rock Soil Mech. 54 (01): 258–264.
Zhang, J. F., J. J. Chen, J. H. Wang, and Y. F. Zhu. 2013. “Prediction of tunnel displacement induced by adjacent excavation in soft soil.” Tunnelling Underground Space Technol. 36: 24–33. https://doi.org/10.1016/j.tust.2013.01.011.
Zhang, X. M., X. F. Ou, J. S. Yang, and J. Y. Fu. 2017. “Deformation response of an existing tunnel to upper excavation of foundation pit and associated dewatering.” Int. J. Geomech. 17 (4): 04016112. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000814.
Zheng, G., X. Y. Yang, H. Z. Zhou, Y. M. Du, J. Y. Sun, and X. X. Yu. 2018. “A simplified prediction method for evaluation tunnel displacement induced by laterally adjacent excavations.” J. Comput. Geotech. 95 (Mar): 119–128. https://doi.org/10.1016/j.compgeo.2017.10.006.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 35Issue 2April 2021

History

Received: Sep 16, 2019
Accepted: Oct 29, 2020
Published online: Jan 30, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 30, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 210000, China. Email: [email protected]
Liyuan Tong [email protected]
Professor, School of Transportation, Southeast Univ., Nanjing 210000, China (corresponding author). Email: [email protected]
Huangsong Pan
Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 210000, China.
Zhansheng Wang
Engineer, Suzhou Rail Transit Group Co. Ltd., 668, Ganjiang St., Suzhou City, Jiangsu Province 215000, China.
Xiuming Chen
Engineer, Suzhou Rail Transit Group Co. Ltd., 668, Ganjiang St., Suzhou City, Jiangsu Province 215000, China.
Hongjiang Li
Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 210000, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share