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Specifying the real value of volume loss (V L) and its effect on ground settlement due to excavation of Abuzar tunnel, Tehran

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Abstract

Volume loss (V L) is one of the most important geological and geotechnical features of ground settlement due to tunneling. This parameter is mostly influenced by engineering geological properties of the tunnel route. Preceding studies about this parameter have led to suggesting approximate ranges of values that are specified based on engineering geological characteristics of the tunnel route and assigned for V L in semi-empirical methods. According to those studies, a wide range of quantities are assigned for volume loss, and considering other related factors, the evaluated corresponding ground settlements also have a wide range; then it is necessary to specify a definite quantity for V L. In the present study, this parameter has been evaluated using several methods including the semi-empirical method, numerical method, and real values obtained via performing back analysis on real settlements. The real values of V L were determined based on the field-measured settlements, obtained using instrumentation and monitoring methods, and performing back analysis according to other required parameters. In the next stage, the obtained results have been compared, and finally the real value of V L has been specified. According to the numerical modeling performed using FLAC 3D code, the resulting values for V L were 0.55–0.64 %. Measured maximum settlements of ground (Smax), induced by Abuzar tunnel excavation, were on average 8–12 mm, thus the corresponding volume loss was calculated as about 0.34–0.62 %. Finally, considering the other factors affecting the volume loss, the value of V L = 0.5 ± 1 % was specified as the real value of volume loss, which occurred during Abuzar tunnel excavation.

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References

  • Asghari E, Told DG, Haeri SM (2003) Triaxial behavior of cemented gravelly sand, Tehran alluvia. J Geotech Geol Eng 21:1–28

    Article  Google Scholar 

  • Ata AA (1996) Ground settlement induced by slurry shield tunneling in stratified soils. Proc North Am Tunn 1:43–50 (Ozdemir I. L. (ed.))

    Google Scholar 

  • Attewell PB, Yeates J, Selby AR (1986) Soil movements induced by tunneling and their effects on pipelines and structures. Blackie and Son Ltd., Glascow

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Cheshomi A, Fakher A, Jones CJFP (2009) A correlation between friction angle and particle shape metrics in quaternary coarse alluvia. Q J Eng GeolHydrogeol 42:145–155. doi:10.1144/1470-9236/07-052

    Article  Google Scholar 

  • Cording EJ, Hansmire WH (1975) Displacements around soft ground tunnels. Proc 5th pan American conf soil mechanics and foundation engineering, Buenos Aires (4):571–633

  • DAUB (Deutscher Ausschuss für unterirdisches Bauen) (1997) Recommendations for selecting and evaluating tunnel boring machines. Tunnel 5(97):20–35

    Google Scholar 

  • Dias D, Kastner R (2013) Movements caused by the excavation of tunnels using face pressurized shields—analysis of monitoring and numerical modeling results. Eng Geol 152:17–25. doi:10.1016/j.enggeo.2012.10.002

    Article  Google Scholar 

  • Dunnicliff J (1993) Geotechnical instrumentation for monitoring field performance. Wiley, New York

    Google Scholar 

  • 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

    Article  Google Scholar 

  • Fakher A, Cheshomi A, Khamechian M (2007) The addition of geotechnical properties to a geological classification of coarse grain alluvia in a pediment zone. Q J Eng GeolHydrogeol 40:163–174

    Article  Google Scholar 

  • Franzius JN (2003) Behavior of buildings due to tunnel induced subsidence. PhD thesis, Department of Civil and Environmental Engineering. Imperial College of Science, Technology and Medicine. London, SW7 2BU

  • Ghorbani M, Sharifzadeh M, Yasrobi S, Daiyan M (2012) Geotechnical, structural and geodetic measurements for conventional tunnelling hazards in urban areas–the case of Niayesh road tunnel project. Tunn Undergr Space Technol 31:1–8

    Article  Google Scholar 

  • Golpasand MRB, Nikudel MR, Uromeihy A (2014) Effect of engineering geological characteristics of Tehran’s recent alluvia on ground settlement due to tunneling. Geopersia 4(2):185–199

    Google Scholar 

  • Golpasand MRB, Nikudel, Uromeihy A (2013) Predicting the occurrence of mixed face conditions in tunnel route of Line 2 Tabriz metro, Tabriz, Iran. In: Wu, Qi (eds) Global view of engineering geology and the environment. Taylor & Francis Group, London, pp 487–492

    Chapter  Google Scholar 

  • Guglielmetti V, Grasso P, Mahtab A, Xu S (2008) Mechanized tunnelling in urban AREAS—design methodology and construction control. Geodata S.p.A, Turin

    Google Scholar 

  • Gui Meen-Wahand, Chen Shong-Loong (2013) Estimation of transverse ground surface settlement induced by DOT shield tunneling. Tunn Undergr Space Technol 33:119–130

    Article  Google Scholar 

  • Hasanpour R, Chakeri Hamid, Ozcelik Yilmaz, Denek Hasan (2012) Evaluation of surface settlements in the Istanbul metro in terms of analytical, numerical and direct measurements. Bull Eng Geol Environ 71(3):499–510. doi:10.1007/s10064-012-0428-5

    Article  Google Scholar 

  • Hosseini SAA, Mohammadnejad M, Hoseini SM, Mikaeil R, Tolooiyan A (2012) Numerical and analytical investigation of ground surface settlement due to subway excavation. Geosciences 2(6):185–191

    Google Scholar 

  • I.T.A. Working Group No. 2. (ITA) (2000) Guidelines for the design of shield tunnel lining. Tunn Undergr Space Technol 15(3):303–331

    Article  Google Scholar 

  • Itasca (2006) FLAC 3D Fast Lagrangian analysis of continua in 3D dimensions. User’s and Theory Manuals, Minneapolis

    Google Scholar 

  • JICA (Japan International Cooperation Agency) (2000) The Study on seismic microzoning of the greater Tehran area in the Islamic Republic of Iran. Pacific Consultants International OYO Corporation

  • Lambrughi A, Medina Rodríguez L, Castellanza R (2012) Development and validation of a 3D numerical model for TBM–EPB mechanised excavations. Comput Geotech 40:97–113

    Article  Google Scholar 

  • Leblais Y, Bochon A (1991) Villejust tunnel: slurry shield effects on soils and lining behaviour and comments on monitoring requirement. Tunnelling 91:65–77 (London. IMM)

    Google Scholar 

  • Leca E, New B (2007) Settlements induced by tunneling in soft ground. Tunn Undergr Space Technol 22:119–149 (ITA/AITES report 2006)

    Article  Google Scholar 

  • Lee KM, Rowe RK, Lo KY (1992) Subsidence owing to tunnelling. I. Estimating the gap parameter. Can Geotech J 29(6):929–940

    Article  Google Scholar 

  • Loganathan N. (2011) An innovative method for assessing tunnelling-induced risks to adjacent Structures. PB 2009 William Barclay Parsons Fellowship Monograph 25. Parsons Brinckerhoff Inc. p 92

  • Mair RJ (1996) General report on settlement effects of bored tunnels. In: International conference of geotechnical aspects on underground construction in soft ground, London, UK pp 43–53

  • Mair RJ, Taylor RN (1997) Bored tunnelling in the urban environment (State-of-the-art report and theme lecture). In: The 14th international conference on soil mechanics and foundation engineering, pp 2353–2385

  • Marshall AM, Farrell R, Klar A, Mair RJ (2012) Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements. Géotechnique 62(5):385–399

    Article  Google Scholar 

  • McCabe BA, Orr TLL, Reilly CC, Curran BG (2012) Settlement trough parameters for tunnels in Irish glacial tills. Tunn Undergr Space Technol 27:1–12

    Article  Google Scholar 

  • O’Reilly MP, New BM (1982) Settlements above tunnel in the united kingdom- their magnitude and prediction. Tunnelling. The Institution of Mining and Metallurgy, London

    Google Scholar 

  • Palmer AC, Mair RJ (2011) Ground movements above tunnels: a method for calculating volume loss. Can Geotech J 48(3):451–457

    Article  Google Scholar 

  • Peck RB (1969) Deep excavation and tunneling in soft ground. Proc. Of the 7th int. conference on soil mechanics and foundation engineering. State of the art Volume. Mexico, pp 225–290

  • Rankin WJ (1988) Ground movements resulting from urban tunnelling: predictions and effects. Eng Geol Undergr Mov 5:79–92

    Google Scholar 

  • Rieben EH (1966) Geological observations on alluvial deposits in northern Iran. Geological survey of Iran. p 39

  • SCE (2011) Engineering geology report of Abuzar water conveyance tunnel (Lot 1). SCE. (in persian)

  • Sugiyama T, Hagiwara T, Nomoto T, Nomoto M, Ano Y, Mair RJ, Bolton MD, Soga K (1999) Observations of Ground movements during tunnel construction by slurry shield method at the Docklands light railway Lewishman extension-East London. Soils Found 39(3):99–112 (Japanese Geotechnical Society)

    Article  Google Scholar 

  • Thewes M (2007) TBM tunneling challenges—redefining the state-of-the-art. keynote lecture at the 2007 ITA World tunnel congress, Prague. Mag Tunel 16(extra issue):13–21

    Google Scholar 

  • Toan ND (2012) TBM and lining-essential interfaces. Dissertation submitted to the Politecnico di Torino, consortium for the research and permanent education (COREP), and D2 Consult Dr. Wagner Dr. Schulter GmbH & Co. KG, Turin, Italy p 183

  • Zhang ZX, Zhang H, Yan JY (2013) A case study on the behavior of shield tunneling in sandy cobble ground. Environ Earth Sci 69:1891–1900. doi:10.1007/s12665-012-2021-4

    Article  Google Scholar 

Download references

Acknowledgments

Authors would like to express their sincere appreciation to SCE Institute for providing access to the instrumentation database of the Abuzar project.

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Correspondence to Mohammad Reza Nikudel.

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Golpasand, M.R.B., Nikudel, M.R. & Uromeihy, A. Specifying the real value of volume loss (V L) and its effect on ground settlement due to excavation of Abuzar tunnel, Tehran. Bull Eng Geol Environ 75, 485–501 (2016). https://doi.org/10.1007/s10064-015-0788-8

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  • DOI: https://doi.org/10.1007/s10064-015-0788-8

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