Abstract
Large size shield tunnels have been constructed with the increasing demands, because it offers cost efficiency in urban areas. One major problem created by shield tunnelling is that ground settlement occurs, which is crucial to existing structures. A detailed case study of surface settlement induced by the operation of a large-diameter earth pressure balance (EPB) shield tunnel in Beijing was presented. This study provides important new insights into the values of settlement trough parameters of empirical methods. The narrower transverse settlement trough was observed in large size tunnels. The development of longitudinal settlement can be divided into four stages, and methods were further proposed to assess the associated four components of volume loss. Results demonstrate that the proposed methods can efficiently predict the volume loss and the associated ground settlement within a reasonable accuracy by comparing with the collected field observations. In addition, a bandwidth of achievable surface settlement for future large EPB shield tunnels is suggested via performing analysis on real settlements.
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References
Attewell PB, Woodman JP (1982) Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil. Ground Eng 15(8):13–22 (p 36)
Broms BB, Bennermark H (1967) Stability of clay at vertical openings. J Soil Mech Found Div ASCE 93(1):71–95
Celestino TB, Gomes R, Bortolucci AA (2000) Errors in ground distortions due to settlement trough adjustment. Tunn Undergr Space Technol 15(1):97–100
Chakeri H, Ünver B (2014) A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environ Earth Sci 71(7):3195–3210
Cheng HZ, Chen J, Chen RP, Chen GL (2019a) Comparison of modeling soil parameters using random variables and random fields in reliability analysis of tunnel face. Int J Geomech 19(1):04018184
Cheng HZ, Chen J, Chen RP, Chen GL (2019b) Reliability study on shield tunnel face using a random limit analysis method in multilayered soils. Tunn Undergr Space Technol 84:353–363
Cheng HZ, Chen J, Chen RP, Huang JH, Li JH (2019c) Three-dimensional analysis of tunnel face stability in spatially variable soils. Comput Geotech 111:76–88
Ercelebi SG, Copur H, Ocak I (2011) Surface settlement predictions for Istanbul Metro tunnels excavated by EPB-TBM. Environ Earth Sci 62(2):357–365
Glossop NH (1978) Ground movements caused by tunnelling in soft soils. Dissertation, University of Durham
González C, Sagaseta C (2001) Patterns of soil deformations around tunnels. Application to the extension of Madrid Metro. Comput Geotech 28(6):445–468
Guo YH (2014) Study on big diameter earth pressure balance shield tunneling induced ground surface movements and corresponding driving control technologies. Dissertation, Beijing Jiaotong University (in Chinese)
Guo YH, Li XG (2014) Security control technology in the large diameter shield that crosses the viaduct of the Beijing express airport. J Beijing Jiaotong Univ 38(1):13–19 (in Chinese)
Han X (2006) The analysis and prediction of tunnelling-induced building deformations. Dissertation, Xi’an: Xi’an University of Technology (in Chinese)
Huang ZH, Hou YM, Ren YN, Wang JH (2015) Environmental effect and control of large diameter EPB shield tunneling below an operating airport. J Aerosp Eng 28(6):A4014004
Itasca Consulting Group (2012) FLAC3D Ver. 5.00 user’s manual. Itasca Inc, Minneapolis
Kashima Y, Kondo N, Inoue M (1996) Development and application of the DPLEX shield method: results of experiments using shield and segment models and application of the method in tunnel construction. Tunn Undergr Space Technol 11(1):45–50
Kasper T, Meschke G (2006) A numerical study of the effect of soil and grout material properties and cover depth in shield tunnelling. Comput Geotech 33(4):234–247
Kavvadas M, Litsas D, Vazaios I, Fortsakis P (2017) Development of a 3D finite element model for shield EPB tunnelling. Tunn Undergr Space Technol 65:22–34
Knothe S (1957) Observations of surface movements under influence of mining and their theoretical interpretation. In: Proceedings European conference on ground movement, Leeds, UK, pp 210–218
Lee CJ (2012) Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock. Tunn Undergr Space Technol 32(32):132–142
Lee KM, Rowe RK (1990a) Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: part I-method of analysis. Comput Geotech 10(2):87–109
Lee KM, Rowe RK (1990b) Finite element modelling of the three-dimensional ground deformations due to tunnelling in soft cohesive soils: part II-results. Comput Geotech 10(2):111–138
Lee KM, Rowe RK, Lo KY (1992) Subsidence owing to tunnelling. I. Estimating the gap parameter. Can Geotech J 29(6):929–940
Li Y, Emeriault F, Kastner R, Zhang ZX (2009) Stability analysis of large slurry shield-driven tunnel in soft clay. Tunn Undergr Space Technol 24(4):472–481
Li XG, Yuan DJ, Guo YH, Cai ZY (2016) Use of a 10.22 m diameter EPB shield: a case study in the construction of the Beijing subway. Springerplus 5(1):2004
Lin CG, Zhang ZM, Wu SM, Yu F (2013) Key techniques and important issues for slurry shield under-passing embankments: a case study of Hangzhou Qiantang River Tunnel. Tunn Undergr Space Technol 38(9):306–325
Liu JH, Hou XY (1991) Shield tunnelling. China Railway Publishing House, Beijing (in Chinese)
Liu C, Zhang Z, Regueiro RA (2014) Pile and pile group response to tunnelling using a large diameter slurry shield—case study in Shanghai. Comput Geotech 59(59):21–43
Loganathan N (2011) An innovative method for assessing tunnelling-induced risks to adjacent structures. Parsons Brinckerhoff Inc., One Penn Plaza New York, New York
Loganathan N, Poulos HG (1998) Analytical prediction for tunneling-induced ground movements in clays. J Geotech Geoenviron Eng 124(9):846–856
Macklin SR (1999) The prediction of volume loss due to tunnelling in overconsolidated clay based on heading geometry and stability number. Ground Eng 32(4):30–33
Mair R, Taylor R (1997) Theme Lecture: board tunneling in the urban environment. In: Proceedings 14th international conference on soil mechanics and foundation engineering, Hamburg, Balkema, pp 2353–2385
Mair RJ, Gunn MJ, O’Reilly MP (1981) Ground movements around shallow tunnels in soft clay. In: Proceedings of 10th international conference on soil mechanics and foundation engineering. Balkema, Stockholm, Rotterdam, pp 319–328
Mair RJ, Taylor RN, Bracegirdle A (1993) Subsurface settlement profiles above tunnels in clays. Geotechnique 43(2):315–320
Meguid MA, Saada O, Nunes MA, Mattar J (2008) Physical modeling of tunnels in soft ground: a review. Tunn Undergr Space Technol 23:185–198
Min F, Zhu W, Lin C, Guo X (2015) Opening the excavation chamber of the large-diameter size slurry shield: a case study in Nanjing Yangtze River Tunnel in china. Tunn Undergr Space Technol 46:18–27
Mollon G, Dias D, Soubra AH (2009) Probabilistic analysis of circular tunnels in homogeneous soil using response surface methodology. J Geotech Geoenviron Eng 135(9):1314–1325
Nomoto T, Imamura S, Hagiwara T, Kusakabe O, Fujii N (1999) Shield tunnel construction in centrifuge. J Geotech Geoenviron Eng 125(4):289–300
O’Reilly MP, New BM (1982) Settlements above tunnels in the United Kingdom-their magnitude and prediction. In Proceedings of tunnelling’82. IMM, London, pp 173–181
Palmer CP, Mair RJ (2011) Ground movements above tunnels: a method for calculating volume loss. Can Geotech J 48(48):451–457
Peck RB (1969) Deep excavations and tunnelling in soft ground. In: Proceedings of the 7th international conference on soil mechanics and foundation engineering, Mexico City, vol 4, pp 225–290
Rowe RK, Lee KM (1992) Subsidence owing to tunnelling. II. Evaluation of a prediction technique. Can Geotech J 29(6):941–954
Sagaseta C (1987) Analysis of undrained soil deformation due to ground loss. Geotechnique 37(3):301–320
Shen SL, Wu HN, Cui YJ, Yin ZY (2014) Long-term settlement behaviour of metro tunnels in the soft deposits of shanghai. Tunn Undergr Space Technol 40(12):309–323
Sterpi D, Cividini A (2004) A physical and numerical investigation on the stability of shallow tunnels in strain softening media. Rock Mech Rock Eng 7(4):277–298
Verruijt A, Booker JR (1996) Surface settlements due to deformation of a tunnel in an elastic half plane. Geotechnique 46(4):753–756
Vu MN, Broere W, Bosch J (2016) Volume loss in shallow tunnelling. Tunn Undergr Space Technol 59:77–90
Xie X, Yang Y, Ji M (2016) Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai, China. Tunn Undergr Space Technol 51:120–132
Xu Q, Zhu H, Ding W, Ge XR (2011) Laboratory model tests and field investigations of EPB shield machine tunnelling in soft ground in Shanghai. Tunn Undergr Space Technol 26(1):1–14
Yuan DJ, Yin F, Wang HW, Huang QF, Xiao H (2009) Study of soil disturbance caused by super-large diameter slurry shield tunnelling. Chin J Rock Mech Eng 28(10):2074–2080 (in Chinese)
Zhu C, Li N (2016) Prediction and analysis of surface settlement due to shield tunneling. Can Geotech J 54(4):529–546
Zhu CH, Li N (2017) Estimation and regularity analysis of maximal surface settlement induced by subway construction. Chin J Rock Mech Eng a01:3543–3560 (in Chinese)
Acknowledgements
The authors would like to acknowledge the National Natural Science Foundation of China (Grant no. 41807512), the China Postdoctoral Science Foundation (Grant no. 2018M642976), and Hunan Provincial Natural Science Foundation of China (Grant no. 2019JJ50090). The authors thank the anonymous reviewers for valuable comments and suggestions.
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Cheng, H., Chen, J. & Chen, G. Analysis of ground surface settlement induced by a large EPB shield tunnelling: a case study in Beijing, China. Environ Earth Sci 78, 605 (2019). https://doi.org/10.1007/s12665-019-8620-6
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DOI: https://doi.org/10.1007/s12665-019-8620-6