Abstract
Nowadays, due to urbanization and population increase, need for metro tunnels, has been considerably increased in urban areas. Common characterization of urban area tunnels is that they are excavated in very shallow depths and soft ground. In such excavations, main challenge for tunneling is low bearing capacity and easy deformation characteristic of the ground. Tunnel face instability and the potential surface settlement are the most hazardous factors that should be considered in all tunneling methods applied in urban areas. Incorrect estimation of the maximum surface settlement value can lead to irreparable damages to the buildings and other nearby structures. There are several published relationships concerned with field measurements and analytical solutions to estimate the amount of the maximum surface settlement value due to tunneling. These relationships are not precise for calculating the aimed values. Therefore, providing accurate equations for estimation of these values is certainly useful. First purpose of this study is to determine the effective parameters such as geotechnical factors (cohesion, internal friction angle, density, Young’s modulus and Poisson’s ratio), and engineering factors (tunnel depth, tunnel diameter and face support pressure) on the maximum surface settlement value. In this study, three metro project constructions namely Istanbul, Tehran, Mashhad in the Middle East were chosen. FLAC3D (Itasca Consulting Group 2002) was used for detailed numerical analysis. The second aim is to present better equations in estimating the maximum surface settlement-based actual data set from several tunnel projects and numerical modeling. The results from the new estimation equation are compared with results of empirical and field observations. The maximum surface settlement values obtained from the new equation have good agreement with the actual results for three different metro case studies.
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References
Addenbrooke TI, Potts DM (2001) Finite element analysis of St. James Park greenfield reference site. In: Burland JB, Standing JR, Jardine FM (eds) Building response to tunnelling, vol 1. Thomas Telford, London, pp 177–194
Arioğlu E (1992) Surface movements due to tunnelling activities in urban areas and minimization of building damages (in Turkish)’. Short Course, Istanbul Technical University, Mining engineering department
Atkinson JH, Potts DM (1977) Subsidence above shallow tunnels in soft ground. ASCE Geotechnical Eng Div, pp 59–64
Attewell PB, Farmer IW (1974) Ground disturbance caused by shield tunnelling in a stiff. Can Geotech J 11:380–395
Ayson (2005) Drill research and build, A.S. Otogar-Bagcılar Station Geological-Geotechnical Report (in Turkish)
Bobet A (2002) Analytical Solutions for Shallow Tunnels in Saturated Ground. J Eng Mech ASCE 12:1258–1266
Broms BB, Bennermark H (1967) Stability of clay at vertical openings. Soil Mech Found Eng (Engl Transl) 193(SM1):71–94
Chakeri H, Hasanpour R, Hindistan MA, Unver B (2010) Analysis of interaction between tunnels in soft ground by 3D numerical modeling bulletin of engineering geology and the environment. Springer, Berlin
Chakeri H, Ozcelik Y, Unver B (2013) Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Tunn Undergr Space Technol 36:14–23
Chi SY, Chern JC, Lin CC (2001) Optimized Back-Analysis for Tunneling-Induced Ground Movement Using Equivalent Ground Loss Model. Geotechnical Engineering Research Center, Sinotech Engineering Consultants, Taipei
Chou WI, Bobet A (2002) Predictions of ground deformations in shallow tunnels in clay. Tunn Undergr Space Technol, pp 3–19
Dimmock PS, Mair RJ (2007) Estimating volume loss for open-face tunnels in London Clay. ICE Geotech Eng 160(1):13–22
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. doi:10.1007/s12665-010-0530-6
Goodman RE (1989) Introduction to rock mechanics. In: 2nd edn. Wiley
Hamza M, Ata A, Roussin A (1999) Ground movements due to construction of cut-and-cover structures and slurry shield tunnel of the Cairo Metro. Tunn Undergr Space Technol 14(3):281–289
Harrison J, Hudson J (2006) Engineering rock mechanics, Part 2. Illustrative worked examples. Elsevier, pp 362
Herzog M (1985) Surface subsidence above shallow tunnels (in German). Bautechnik 62:375–377
Itasca Consulting Group, Inc. (2002) FLAC3D (Fast Lagrangian Analysis of Continua in 3Dimensions.) Version 2.10–224
Lee MK, Kerry Rowe R, Lo KY (1992) Subsidence owing to tunnelling (I. Estimating the gap parameter). Can Geotech J 29
Lo KY, Ng RMC, Rowe RK (1984) Predicting settlement due to tunnelling in clays. In: Tunnelling in soil and rock, American Society of civil engineers. Geotechnics conference, Atlanta pp 48–76
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
Mahmutoğlu Y (2010) Surface subsidence induced by twin subway tunnelling in soft ground conditions in Istanbul. Bulletin of Engineering Geology and the Environment, Springer
Mair RJ (1983) Geotechnical aspects of soft ground tunnelling. In: Proceedings of international symposium on construction problems in soft soils, Nanyang Technological Institute, Singapore
Martos F (1958) Concerning an approximate equation of the subsidence trough and its time factors. International Strata Control Congress, Leipzig, pp 191–205
Melis M, Medina L, Rodriguez JM (2002) Prediction and analysis of subsidence induced by shield tunnelling in the Madrid Metro extension. Can Geotech J 39:1273–1287
Mroueh H, Shahrour I (2002) Three-dimensional finite element analysis of the interaction between tunneling and pile foundations. Int J Numer Anal Meth Geomech 26:217–230
MURC (2012) Mashhad urban railway company, back analysis of ground settlements between north shaft and station A2 report
Neaupane KM, Adhikari NR (2006) Prediction of tunneling-induced ground movement with the multi-layer perception. Tunn Undergr Space Technol 21:151–159
O’Reilly MP, New BM (1982) Settlement above tunnels in the United Kingdom-their magnitude and prediction. In: Proceedings of the tunnelling conference, Brighton, pp 173–181
Ocak I (2009) Environmental effects of tunnel excavation in soft and shallow ground with EPBM: the case of Istanbul. Environ Earth Sci 59(2):347–352. doi:10.1007/s12665-009-0032-6
Ocak I, Seker SE (2013) Calculation of surface settlements caused by EPBM tunneling using artificial neural network, SVM, and Gaussian processes. Environ Earth Sci 69(5):1673–1683. doi:10.1007/s12665-012-2002-7
Park KH (2005) Analytical solution for tunneling-induced ground movement in clays. Tunn Undergr Space Technol, pp 249–261
Peck RB (1969) Deep excavations and tunnelling in soft ground. In: 7th International conference on soil mechanics and foundation engineering, State of the Art Volume, pp 225–290
Loganathan N, Poulos, HG (1998) Analytical prediction for tunnelling-induced ground movements in clay. J Geotech Geoenviron Eng pp 846–856
Rowe RK, Lee KM (1989) Parameters for predicting deformations due to Tunnelling. 12th ICSMFE, vol 2. Balkema, Rio de Janeiro, pp 793–796
Rowe RK, Lo KJ, Kack GJ (1983) A method of estimating surface settlement above tunnels constructed in soft clay. Can Geotech J 20(1):11–22
Santos Ovídio J, Celestino Tarcísio B (2008) Artificial neural networks analysis of São Paulo subway tunnel settlement data. Tunn Undergr Space Technol 23(5):481–491
Schmidt B (1969) A method of estimating surface settlement above tunnels constructed in soft ground. Can Geotech J 20:11–22
Shi J, Ortigao JAR, Bai J (1998) Modular neural networks for predicting settlement during tunneling. J Geotech Geoenv Engrg ASCE 124(5):389–395
Suwansawat S (2002) Earth pressure balance (EPB) shield tunneling in Bangkok: ground response and prediction of surface settlements using artificial neural networks. PhD thesis, Massachusetts Institute of Technology, Department of civil and environmental engineering
Suwansawat S, Einstein HH (2006) Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunnelling. Tunn Undergr Space Technol 21:133–150
TUSRC (2011) Tehran Urban and Suburban railway company, Excavation report
Vermeer PA, Bonnier PG (1991) Pile settlements due to tunnelling. In: 10th European Conference on Soil mechanics and foundation engineering, Florence, Balkema, vol 2. pp 869–872
Vermeer PA, Möller SC, Ruse N (2002) On the application of numerical analysis in tunneling institute of geotechnical engineering, Germany
Verruijt A, Booker JR (1996) Surface settlement due to deformation of a tunnel in an elastic half plane. Geotechnique 46(4):753–756
Yao BZ, Yang CY, Yu B, Jia FF, Yu B (2010) Applying support vector machines to predict tunnel surrounding rock displacement. Appl Mech Mater 29–32:1717–1721
ZAFA (2007) Zaminfanavaran Consulting Engineer, Geotechnical investigations, Final report
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Chakeri, H., Ünver, B. A new equation for estimating the maximum surface settlement above tunnels excavated in soft ground. Environ Earth Sci 71, 3195–3210 (2014). https://doi.org/10.1007/s12665-013-2707-2
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DOI: https://doi.org/10.1007/s12665-013-2707-2