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  • The paper presents 2D and 3D analyses of an exploratory adit and 3D analyses of a NATM tunnel in stiff clays using two constitutive models (hypoplastic model for clays and Mohr-Coulomb model). The convergence-confinement method CCM with stress-release parameter lambda was used in 2D simulations of the adit. To ensure that the 2D and 3D analyses give the same displacement field the parameter lambda had been optimised. The constitutive model parameters were subsequently optimised using monitoring data from the adit. Parameters of the hypoplastic model did not change substantially. The Mohr-Coulomb model gives correct predictions only for unrealistic model parameters and low K0 values. The 3D model of the tunnel with optimised parameters was set together and resulting simulations compared with actual monitoring data. In a case of hypoplastic model a good agreement was found.
  • The paper presents 2D and 3D analyses of an exploratory adit and 3D analyses of a NATM tunnel in stiff clays using two constitutive models (hypoplastic model for clays and Mohr-Coulomb model). The convergence-confinement method CCM with stress-release parameter lambda was used in 2D simulations of the adit. To ensure that the 2D and 3D analyses give the same displacement field the parameter lambda had been optimised. The constitutive model parameters were subsequently optimised using monitoring data from the adit. Parameters of the hypoplastic model did not change substantially. The Mohr-Coulomb model gives correct predictions only for unrealistic model parameters and low K0 values. The 3D model of the tunnel with optimised parameters was set together and resulting simulations compared with actual monitoring data. In a case of hypoplastic model a good agreement was found. (en)
Title
  • Simulations of a NATM tunnel in a stiff clay using hypoplastic model
  • Simulations of a NATM tunnel in a stiff clay using hypoplastic model (en)
skos:prefLabel
  • Simulations of a NATM tunnel in a stiff clay using hypoplastic model
  • Simulations of a NATM tunnel in a stiff clay using hypoplastic model (en)
skos:notation
  • RIV/00216208:11310/10:10081100!RIV11-GA0-11310___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA205/08/0732), S, Z(MSM0021620855)
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
  • 287494
http://linked.open...ai/riv/idVysledku
  • RIV/00216208:11310/10:10081100
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • hypoplastic model; stiff clay; NATM tunnel (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [97AF4917C748]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • Geotechnical Engineers 20
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...iv/tvurceVysledku
  • Mašín, David
  • Svoboda, Tomáš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • Akademické nakladatelství CERM
https://schema.org/isbn
  • 978-80-7204-686-7
http://localhost/t...ganizacniJednotka
  • 11310
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