About: 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models     Goto   Sponge   NotDistinct   Permalink

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  • This paper studies the accuracy of the three-dimensional ?nite-element predictions of a displacement ?eld induced by tunneling using new Austrian tunneling method NATM in stiff clays with high K0 conditions. The studies are applied to the Heathrow express trial tunnel. Two different constitutive models are used to represent London Clay, namely a hypoplastic model for clays and the modi?ed Cam-clay MCC model. Good quality laboratory data are used for parameter calibration and accurate ?eld measurements are used to initialize K0 and void ratio. The hypoplastic model gives better predictions than the MCC model with satisfactory estimate for the displacement magnitude and slightly overestimated width of the surface settlement trough. Parametric studies demonstrate the in?uence of variation of the predicted soil behavior in the very-small-strain to large-strain range and the in?uence of the time dependency of the shotcrete lining behavior.
  • This paper studies the accuracy of the three-dimensional ?nite-element predictions of a displacement ?eld induced by tunneling using new Austrian tunneling method NATM in stiff clays with high K0 conditions. The studies are applied to the Heathrow express trial tunnel. Two different constitutive models are used to represent London Clay, namely a hypoplastic model for clays and the modi?ed Cam-clay MCC model. Good quality laboratory data are used for parameter calibration and accurate ?eld measurements are used to initialize K0 and void ratio. The hypoplastic model gives better predictions than the MCC model with satisfactory estimate for the displacement magnitude and slightly overestimated width of the surface settlement trough. Parametric studies demonstrate the in?uence of variation of the predicted soil behavior in the very-small-strain to large-strain range and the in?uence of the time dependency of the shotcrete lining behavior. (en)
Title
  • 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models
  • 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models (en)
skos:prefLabel
  • 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models
  • 3D Modeling of an NATM Tunnel in High K0 Clay Using Two Different Constitutive Models (en)
skos:notation
  • RIV/00216208:11310/09:00014330!RIV10-GA0-11310___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA205/07/0574), P(GA205/08/0732), Z(MSM0021620855)
http://linked.open...iv/cisloPeriodika
  • 9
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 353902
http://linked.open...ai/riv/idVysledku
  • RIV/00216208:11310/09:00014330
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Nonlinear analysis; Tunneling; Clays; Constitutive models; Three-dimensional analysis (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [F4358A49737E]
http://linked.open...i/riv/nazevZdroje
  • JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 135
http://linked.open...iv/tvurceVysledku
  • Mašín, David
http://linked.open...ain/vavai/riv/wos
  • 000269061400015
http://linked.open...n/vavai/riv/zamer
issn
  • 1090-0241
number of pages
http://localhost/t...ganizacniJednotka
  • 11310
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