Cite

Basile, F. (2014). Effects of tunnelling on pile foundations. Soils and Foundations 54(3), 280-295.10.1016/j.sandf.2014.04.004BasileF.2014Effects of tunnelling on pile foundationsSoils and Foundations54328029510.1016/j.sandf.2014.04.004Open DOISearch in Google Scholar

Zidan, A.F. and Ramadan, O.M.O. (2015). Three dimensional numerical analysis of the effects of tunnelling near piled structures, KSCE Journal Civil Engineering 19(4), 917-928.10.1007/s12205-014-0741-6ZidanA.F.RamadanO.M.O.2015Three dimensional numerical analysis of the effects of tunnelling near piled structuresKSCE Journal Civil Engineering19491792810.1007/s12205-014-0741-6Open DOISearch in Google Scholar

Bezuijen, A. and van der Schrier, J. S. (1994). The influence of a bored tunnel on pile foundations. In Proceeding of Centrifuge 94, (pp.681-686). Belkama.BezuijenA.van der SchrierJ. S.1994The influence of a bored tunnel on pile foundationsProceeding of Centrifuge94681686Search in Google Scholar

Boonsiri, I. and Takemura, J. (2015). Observation of Ground Movement with Existing Pile Groups Due to Tunneling in Sand Using Centrifuge Modelling. Geotechnical and Geological Engineering 33(3), 621-640.10.1007/s10706-015-9845-0BoonsiriI.TakemuraJ.2015Observation of Ground Movement with Existing Pile Groups Due to Tunneling in Sand Using Centrifuge ModellingGeotechnical and Geological Engineering33362164010.1007/s10706-015-9845-0Open DOISearch in Google Scholar

Bowles, J. E. (1997). Foundation Analysis and Design (5th ed). McGraw-Hill Companies, Inc.BowlesJ. E.1997Foundation Analysis and Design(5th ed)McGraw-Hill Companies, IncSearch in Google Scholar

Brinkgreve, R. B. J. Engin, E. and Swolfs, W. M. (2013) eds, Plaxis 3D tutorial manual.BrinkgreveR. B. J. Engin, E.SwolfsW. M.2013Plaxis 3D tutorial manualSearch in Google Scholar

Chapman, D., Metje, N., Stärk, A. (2010). Introduction to Tunnel Construction (2nd ed). CRC Press, Taylor & Francis Group.ChapmanD.MetjeN.StärkA.2010Introduction to Tunnel Construction(2nd ed)CRC Press, Taylor & Francis Group10.1201/9781315273495Search in Google Scholar

Fattah, M. Y., Shlash, K. T. & Al-Soud, M. S. (2012). Boundary Element Analysis of a Lined Tunnel Problem. International Journal of Engineering IJE TRANSACTIONS B: Applications Vol. 25, No. 2, (May 2012), pp.87-94.FattahM. Y.ShlashK. T.Al-SoudM. S.2012Boundary Element Analysis of a Lined Tunnel ProblemInternational Journal of Engineering, IJE TRANSACTIONS B: Applications252(May 2012), pp879410.5829/idosi.ije.2012.25.02b.02Search in Google Scholar

Forth, R. A., & Thorley, C. B. B. (1996). Hong Kong Island line predictions and performance. In Proceeding of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp.677-682), London, Balkema.ForthR. A.ThorleyC. B. B.1996Hong Kong Island line predictions and performanceProceeding of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground677682London, BalkemaSearch in Google Scholar

Goh, K.H. & Mair, R.J. (2014). Response of framed buildings to excavation-induced movements. Soils and Foundations 54 (3), 250–268.GohK.H.MairR.J.2014Response of framed buildings to excavation-induced movementsSoils and Foundations54325026810.1016/j.sandf.2014.04.002Search in Google Scholar

Hergarden, H. J. A. M., Van der Poel, J. T. & Van der Schrier, J. S. (1996). Ground movements due to tunnelling: Influence on pile foundations. In Proceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, April 15-17 (pp.519-524), London. R. J. Mair & R. N. Taylor (eds).HergardenH. J. A. M.Van der PoelJ. T.Van der SchrierJ. S.1996Ground movements due to tunnelling: Influence on pile foundationsProceedings of the International Symposium on Geotechnical Aspects of Underground Construction in Soft GroundApril 15-17 (pp519524LondonMairR. J.TaylorR. N.(eds)Search in Google Scholar

Jacobsz, S. W., Standing, J. R., Mair, R. J. Hagiwara, T. & Sugiyama, T. (2004). Centrifuge modeling of tunneling near driven piles. Soils & Foundations 44(1) 49-56.103208/sandf.44.49JacobszS. W.StandingJ. R.MairR. J. Hagiwara, T.SugiyamaT.2004Centrifuge modeling of tunneling near driven pilesSoils & Foundations441495610.3208/sandf.44.49Open DOISearch in Google Scholar

Kaalberg, F. J. Lengkeek, H. J. and Teunissen, E.A.H. (1999), “Evaluatie van de meetresultaten van het proefpalenprojek ter plaatse van de tweede Heinenoord tunnel” (in Dutch) Adviesbureau Noord/Zuidlijn, Amsterdam (No. R981382).KaalbergF. J. Lengkeek, H. J.TeunissenE.A.H.1999“Evaluatie van de meetresultaten van het proefpalenprojek ter plaatse van de tweede Heinenoord tunnel” (in Dutch)Adviesbureau Noord/ZuidlijnAmsterdam(No. R981382)Search in Google Scholar

Lee, C.J. (2012). Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rock. Tunnelling and Underground Space Technology (32), 132–142.101016/j.tust.2012.06.005LeeC.J.2012Three-dimensional numerical analyses of the response of a single pile and pile groups to tunnelling in weak weathered rockTunnelling and Underground Space Technology3213214210.1016/j.tust.2012.06.005Open DOISearch in Google Scholar

Lee, C.J. (2013). Numerical analysis of pile response to open face tunneling in stiff clay. Computers and Geotechnics (51), 116–127.10.1016/j.compgeo.2013.02.007LeeC.J.2013Numerical analysis of pile response to open face tunneling in stiff clayComputers and Geotechnics5111612710.1016/j.compgeo.2013.02.007Open DOISearch in Google Scholar

Lee, C.J. & Jacobsz, S.W. (2006). The Influence of Tunnelling on Adjacent Piled Foundations. Tunnelling and Underground Space Technology 21 (3–4), 430-435.10.1016/j.tust.2005.12.072LeeC.J.JacobszS.W.2006The Influence of Tunnelling on Adjacent Piled FoundationsTunnelling and Underground Space Technology213–443043510.1016/jtust.2005.12.072Open DOISearch in Google Scholar

Lee, G.T.K. and Ng, C.W.W. (2006). Three-dimensional numerical simulation of tunnelling effects on an existing pile. In K.J. Bakker, A. Bezuijen, W. Broere, and E.A. Kwast (eds) Geotechnical Aspects of Underground Construction in Soft Ground (pp. 139-144). London: Taylor & Francis Group.LeeG.T.K.NgC.W.W.2006Three-dimensional numerical simulation of tunnelling effects on an existing pileBakkerK.J.BezuijenA.BroereW.KwastE.A.Geotechnical Aspects of Underground Construction in Soft Ground139144LondonTaylor & Francis GroupSearch in Google Scholar

Lee, C.J. Jun, S.H. Yoo, N.J. & Kim, G.W. (2007). The effects of tunnelling on an adjacent single pile. In Barták, J., Hrdina, I, Romancov, G. & Zlámal, J. (eds), Underground Space – the 4th Dimension of Metropolises (pp. 527-532). London, Taylor and Francis Group.LeeC.J. Jun, S.H. Yoo, N.J.KimG.W.2007The effects of tunnelling on an adjacent single pileBartákJ.HrdinaIRomancovG.ZlámalJ.Underground Space – the 4th Dimension of Metropolises527532LondonTaylor and Francis Group10.1201/NOE0415408073.ch88Search in Google Scholar

Lee, C.J. Jeon, Y.J. Kim, S.H. and Park, I.J. (2016). The influence of tunneling on pre-existing piled foundation in weathered soil. Geomechanics and Engineering 11(4), 553-570.1012989/gae.2016.11.4.553LeeC.J. Jeon, Y.J. Kim, S.H.ParkI.J.2016The influence of tunneling on pre-existing piled foundation in weathered soilGeomechanics and Engineering11455357010.12989/gae.2016.11.4.553Open DOISearch in Google Scholar

Loganathan, N. Poulos, H. G. & Stewart, D. P. (2000). Centrifuge model testing of tunnelling-induced ground and pile deformations. Geotechnique 50(3), 283–294.10.1680/geot.2000.50.3.283LoganathanN. Poulos, H. G.StewartD. P.2000Centrifuge model testing of tunnelling-induced ground and pile deformationsGeotechnique50328329410.1680/geot.2000.50.3.283Open DOISearch in Google Scholar

Mair, R. J. (1993). Developments in geotechnical engineering research: Application to tunnels and deep excavations. In Proceedings of the Institution of Civil Engineers, Civil Engineerig, February 1993. 97(1), 27–41.MairR. J.1993Developments in geotechnical engineering research: Application to tunnels and deep excavationsProceedings of the Institution of Civil Engineers, Civil Engineerig, February 1993971274110.1680/icien.1993.22378Search in Google Scholar

Mair, R. & Williamson, M. (2014). The influence of tunnelling and deep excavation on piled foundations. In Proceedings of the 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground 25-27 August 2014 (pp. 21-30). Seoul, South Korea, C., Park, S.-W., Kim, B., Ban, H. (Eds.), Taylor and Francis.MairR.WilliamsonM.2014The influence of tunnelling and deep excavation on piled foundationsProceedings of the 8th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground25-27 August 2014 (pp2130SeoulSouth Korea, C.ParkS.-W.KimB.BanH.(Eds.), Taylor and FrancisSearch in Google Scholar

Miro, S., Hartmann,D., Schanz, T., & Zarev, V. (2012). System Identification Methods for Ground Models in Mechanized Tunneling. In 19th International Conference on the Application of Computer Science and Mathematics in Architecture and Civil Engineering, 4-6 July 2012. University Weimar, Germany. K. Gürlebeck, T. Lahmer and F. Werner (eds.)MiroS.HartmannD.SchanzT.ZarevV.2012System Identification Methods for Ground Models in Mechanized Tunneling19th International Conference on the Application of Computer Science and Mathematics in Architecture and Civil Engineering4-6 July 2012University Weimar, GermanyGürlebeckK.LahmerT.WernerF.(eds.)Search in Google Scholar

Mazek, S.A. (2014). Evaluation of surface displacement equation due to tunneling in cohesionless soil. Geomechanics and Engineering 7(1), 55-73.10.12989/gae.2014.7.1.055MazekS.A.2014Evaluation of surface displacement equation due to tunneling in cohesionless soilGeomechanics and Engineering71557310.12989/gae.2014.7.1.055Open DOISearch in Google Scholar

Ng, C.W.W., Lu, H. and Peng, S.Y. (2013). Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pile. Tunnelling and Underground Space Technology (43), 350-361.10.1016/j.tust.2012.07.008NgC.W.W.LuH.PengS.Y.2013Three-dimensional centrifuge modelling of the effects of twin tunnelling on an existing pileTunnelling and Underground Space Technology4335036110.1016/j.tust.2012.07.008Open DOISearch in Google Scholar

Zarev, V. (2016). Model identification for the adaption of numerical simulation models – Application to mechanized shield tunneling Ph.D. Dissertation, Ruhr University, Bochum, Germany.ZarevV.2016Model identification for the adaption of numerical simulation models – Application to mechanized shield tunnelingPh.D. DissertationRuhr UniversityBochum, GermanySearch in Google Scholar

Yang, M., Sun, Q., L., MA K. (2011). Three-Dimensional Finite Element Analysis on Effects of Tunnel Construction on nearby Pile Foundation. Journal of Central South University of Technology 18(3), 909-916.10.1007/s11771-011-0780-9YangM.SunQ., L.MAK.2011Three-Dimensional Finite Element Analysis on Effects of Tunnel Construction on nearby Pile FoundationJournal of Central South University of Technology18390991610.1007/s11771-011-0780-9Open DOISearch in Google Scholar

Yoo, C. (2013). Interaction between Tunneling and Bridge Foundation a 3D Numerical Investigation. Computers and Geotechnics (49), 70–78.10.1016/compgeo.2012.11.005YooC.2013Interaction between Tunneling and Bridge Foundation a 3D Numerical InvestigationComputers and Geotechnics49707810.1016/compgeo.2012.11.005Open DOISearch in Google Scholar

eISSN:
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Language:
English
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4 times per year
Journal Subjects:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics