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Geotechnical and Geological Engineering

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02.03.2016 | State-of-the-Art Review

Shield Tunneling in Rock–Soil Interface Composite Formations

verfasst von: Yiqun Tang, Jie Xu

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2016

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Abstract

With increased demand for the tunnel construction in rock–soil interface composite formations, the influence on surrounding environment especially the excavation face instability during construction and ground settlement in the long term has gained great attention. The researches about environmental disturbance by shield tunneling construction in single ground as the soil or rock conditions have been developed continuously. However, due to the complexity and uncertainty of the interaction between rock–soil interface composite formations and shield machines, works on these special conditions have not been carried out sufficiently. In this paper the theoretical, experimental and numerical researches on the excavation face stability and ground settlement are discussed while the in situ datum are used to support them. First, the typical projects in rock–soil interface composite formations are listed and the difficulties met are summarized. Second, the failure model of excavation face and support pressure from the tunneling shield in rock–soil interface composite formations are discussed. Then, a comprehensive survey of the factors of ground settlement during and after construction and some effective prediction models are made. Finally, the existing problems and directions for future research are introduced.

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Anagnostou G, Kovari K (1994) The face stability of slurry-shield-driven tunnels. Tunn Undergr Space Technol 9(2):165–174CrossRef

Atkinson JH, Potts DM (1977) Subsidence above shallow tunnels in soft ground. J Geotech Eng Div 103:307–325

Babendererde S, Hoek E, Marinos P, Cardoso A (2004) Geological risk in the use of TBMs in heterogeneous rock masses: the case of ‘‘Metro do Porto’’ and the measures adopted. Course on geotechnical risks in rock tunnels, Aveiro, pp 1286–1329

Bae G, Kim H (2001) Improving performance of shield TBM for subway tunnel passing through riverbed. In: International symposium on automation and robotics in construction, Cracow

Barla G, Pelizza S (2000) TBM tunnelling in difficult ground conditions. In: GeoEng, 2000

Benardos AG, Kaliampakos DC (2004) Modelling TBM performance with artificial neural networks. Tunn Undergr Space Technol 19:597–605CrossRef

Berthoz N, Branque D, Subrin D, Wong H, Humbert E (2012) Face failure in homogeneous and stratified soft ground: theoretical and experimental approaches on 1 g EPBS reduced scale model. Tunn Undergr Space Technol 30:25–37CrossRef

Bilgin N, Copur H, Balci C (2012) Effect of replacing disc cutters with chisel tools on performance of a TBM in difficult ground conditions. Tunn Undergr Space Technol 27:41–45CrossRef

Broere W (2001) Tunnel face stability and new CPT applications, PhD thesis, Delft University of Technology, Delft, pp 1–193

Chen SL, Ho CT, Kuo YC (2011) Three-dimensional numerical analysis of ground surface settlement induced by the excavation of shield tunnels. In: Tunnel management, emerging technologies, and innovation, proceedings of GeoHunan international conference 2011, Hunan, pp 80–87

Cook N, Hood M, Tsai F (1984) Observations of crack growth in hard rock loaded by an indenter. Int J Rock Mech Min Sci 21:97–107CrossRef

Dong A, Ma G, Gong Q, Zhao J (2006) Numerical simulation on rock cutter performance in mixed ground. In: Proceedings of GeoShanghai 2006, Shanghai, pp 199–204

Entacher M, Winter G, Bumberger T, Decker K, Godor I, Galler R (2012) Cutter force measurement on tunnel boring machines-system design. Tunn Undergr Space Technol 31:97–106CrossRef

Entacher M, Winter G, Galler R (2013) Cutter force measurement on tunnel boring machines: implementation at Koralm tunnel. Tunn Undergr Space Technol 38:487–496CrossRef

Eshraghi A, Zare S (2015) Face stability evaluation of a TBM-driven tunnel in heterogeneous soil using a probabilistic approach. Int J Geomech 15(6):1–10CrossRef

Fattah MY, Shlash KT, Salim NM (2013) Prediction of settlement trough induced by tunneling in cohesive ground. Acta Geotech 8(2):167–179CrossRef

Gong QM, Zhao J (2009) Development of a rock mass characteristics model for TBM penetration rate prediction. Int J Rock Mech Min 46:8–18CrossRef

Gong QM, Zhao J, Hefny AM (2006) Numerical simulation of rock fragmentation process induced by two TBM cutters and cutter spacing optimization. Tunn Undergr Space Technol 21(3–4):263–270CrossRef

Guo C (2014) Analysis of adaptability of cutting pan and stratum deformation caused by construction of Φ7 m shield in compound ground, Master thesis, Beijing Jiaotong University, Beijing, pp 1–103 (in Chinese)

Herrenknecht M, Rehm U, Liebler BC (2004) Tunnelling in changing geology. Tunn Undergr Space Technol 19(4–5):396–406

Hu X, Zhang Z, Kieffer S (2012) A real-life stability model for a large shield-driven tunnel in heterogeneous soft soils. Front Struct Civ Eng 6:176–187

Hulme TW, Sugden D, Woods JR, Doran SR, Stewart D (2002) Summary report on contract T05 Kranji Tunnel for Holzmann/Sembcorp JV. pp 1–26

Huo XL, Chen SG (2013) Research on reliability of excavation face stability during shield tunneling in upper-soft lower-hard ground. Chin J Undergr Space Eng 9(4):854–860 (in Chinese)

Ibrahim E, Soubra AH, Mollon G, Raphael W, Dias D, Reda A (2015) Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium. Tunn Undergr Space Technol 49:18–34CrossRef

Jancsecz S, Steiner W (1994) Face support for a large mix-shield in heterogeneous ground conditions. In: Aarvold V et al (eds) Tunnelling ´94. Springer, pp 531–550

Klados G (1998) Experiences with hard rock shielded TBMs in special conditions. In: 5th international symposium on tunnel construction, pp 83–92

Klados G (2015) Managing tunneling challenges through Kuala Lumpur karst formation using variable density TBMs. In: Proceedings of ICETUS 2015, Kuala Selangor

Klados G, Yeoh HK (2006) Uniqueness of SMART project in the logistic and construction challenges encountered during TBM north and south drive. In: 7th international congress on rock mechanics, pp 209–222

Kolymbass D (2005) Tunneling and tunnel mechanics. Springer, Berlin

Leca B, Dormieux L (1990) Upper and lower bound solutions for the stability of shallow circular tunnels in frictional material. Geotechnique 40(4):581–606CrossRef

Liu LW (2009) Research on ground surface subsidence laws of compound stratum during underground tunnel construction by shield method, PhD thesis, China University of Mining and Technology, Xuzhou, pp 1–122 (in Chinese)

Liu JG (2012) Overview of shield tunneling in construction of Shenzhen Metro. Tunnel Constr 32(1):72–87 (in Chinese)

Liu JH, Wu ZJ, Feng PF, Wen WL (2011) Research on external load model of shield machine in complex strata. Mach Des Manu 5:1–3 (in Chinese)

Maidl U (2005) Geotechnical and mechanical interactions using the earth-pressure balanced shield technology in difficult mixed face and hard rock conditions. In: Erdem Y, Solak T (eds) Underground space use: analysis of the past and lessons for the future. Taylor & Francis Group, London, pp 723–728

Mishnaevsky LL (1995) Physical mechanisms of hard rock fragmentation under mechanical loading: a review. Int J Rock Mech Min Sci 32(8):763–766CrossRef

Mollon G, Dias D, Soubra AH (2011) Rotational failure mechanisms for the face stability analysis of tunnels driven by a pressurized shield. Int J Numer Anal Methods Geomech 35(12):1363–1388CrossRef

Peck RB (1969) Deep excavations and tunnelling in soft ground. In: Proceedings of 7th international conference on SMFE, pp 225–290

Pu HF (2010) Analysis of the influence of shield tunneling on surrounding environment, Master thesis, Huazhong University of Science and Technology, Wuhan, pp 1–67 (in Chinese)

Qiao JL, Zhang YT, Gao J (2010) Stability analysis of shield tunnel face in multilayer soil with seepage. Rock Soil Mech 31(5):1497–1502 (in Chinese)

Repetto L, Tuninetti A, Guglielmetti V, Russo G (2006) Shield tunnelling in sensitive areas: a new design procedure for optimisation of the construction-phase management. Tunn Undergr Space Technol 21(3–4):270–275CrossRef

Rostami J (2013) Study of pressure distribution within the crushed zone in the contact area between rock and disc cutters. Int J Rock Mech Min Sci 57:172–186

Rostami J, Ozdemir L (1993) A new model for performance prediction of hard rock TBMs. In: Proceedings of rapid excavation and tunneling conference (RETC), pp 793–809

Rostami J, Ozdemir L, Nilsen B (1996) Comparison between CSM and NTH hard rock TBM performance prediction models. In: Proceedings of annual technical meeting of the Institute of Shaft Drilling and Technology (ISDT), Las Vegas, NV, p 11

Sato K, Gong F, Itakura K (1993) Measurement of tool force and twist exerted on TBM disc cutters. In: Proceedings of 2nd international mine mechanization and automation symposium, June 1993, University of Lulea

Senent S, Jimenez R (2015) A tunnel face failure mechanism for layered ground, considering the possibility of partial collapse. Tunn Undergr Space Technol 47:182–192CrossRef

Shanahan A, Box Z (2011) TBM cutter instrumentation at Malaysisa’s Pahang Selangor water tunnel and Canada’s Niagara tunnel project. In: Proceedings of the world tunneling congress 2011, Helsinki

Song KZ, Yuan DJ, Wang MS (2005) Study review on the interaction between disk cutter and rock. J Railw Eng Soc 6:66–69 (in Chinese)

Steingrímsson JH, Grøv E, Nilsen B (2002) The significance of mixed-face conditions for TBM performance. In: World tunnelling, annual technical review, pp 435–441

Tang XW, Liu W, Albers B, Savidis S (2013) Upper bound analysis of tunnel face stability in layered soils. Acta Geotech 9:661–671CrossRef

Tóth Á, Gong QM, Zhao J (2013) Case studies of TBM tunneling performance in rock–soil interface mixed ground. Tunn Undergr Space Technol 38:140–150CrossRef

Wei G (2005) Theoretical study on properties of soil and structure during pipe jacking construction, PhD thesis, Zhejiang University, Hangzhou, pp 1–191 (in Chinese)

Welburn (2004) European tunnelling review: quality, environment and safety. In: Modern Tunn Tech, pp 30–39 (in Chinese)

Wen WL, Feng FP, Wu ZJ, Liu JH (2010) Study on the collaborative simulation of the shield machine cutting system in composite strata. Modul Mach Tool Autom Manuf Tech 11:5–8 (in Chinese)

Wijk GA (1992) Model of tunnel boring machine performance. Geotech Geol Eng 10:19–40CrossRef

Yahya SM, Abdullah RAA (2014) Review on methods of predicting tunneling induced ground settlements. EJGE 19:5813–5826

Zeng XX, Yu HD, Zhang KZ, Wang H (2010) Bending moments study on the cutterheads of shield machines excavating in composition geologic strata. J Jiaotong Univ 44(1):51–55 (in Chinese)

Zhang ZH (2009a) Interaction theory between disc cutter and rock I. Constr Mach Equip 40:16–19 (in Chinese)

Zhang ZH (2009b) Interaction theory between disc cutter and rock II. Constr Mach Equip 40:18–22 (in Chinese)

Zhang K, Xia YM, Tan Q, Wang K, Yi NE (2009) Establishment of TBM disc cutter dynamic model for vertical vibration. In: Intelligent robotics and applications, proceedings of second international conference, (ICIRA 2009), Singapore, pp 374–382

Zhang KZ, Yu HD, Liu ZP, Lai XM (2010) Dynamic characteristic analysis of TBM tunneling in mixed-face conditions. Simul Model Pract Theor 18:1019–1031CrossRef

Zhao J, Gong QM, Eisensten Z (2007) Tunnelling through a frequently changing and mixed ground: a case history in Singapore. Tunn Undergr Space Technol 22:388–400CrossRef

Titel: Shield Tunneling in Rock–Soil Interface Composite Formations
verfasst von: Yiqun Tang
Jie Xu
Publikationsdatum: 02.03.2016
Verlag: Springer International Publishing
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 6/2016
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-016-9994-9

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