Implementation of the Modified Hoek-Brown Model into the Finite Element Method

Emil Smed Sørensen, Johan Christian Clausen, Richard S. Merifield, Lars Damkilde

Publikation: Bidrag til bog/antologi/rapport/konference proceedingKonferenceartikel i proceedingForskningpeer review

Abstract

The Hoek-Brown model for near-homogeneous rock masses will, in some cases, overpredict the tensile strength of the material. In some cases this can lead to unsafe design of structures. Therefore, a tension cut-off is introduced and the model is implemented into an elasto-plastic framework for use with the finite element method. The use of the model is illustrated with a computational example calculating the safety of mining tunnel roof.
OriginalsprogEngelsk
Titel28th Nordic Seminar on Computational Mechanics : Proceedings of the NSCM28
RedaktørerArkadi Berezovski, Kert Tamm, Tanel Peets
Antal sider4
UdgivelsesstedTallinn
ForlagInstitute of Cybernetics at Tallinn University of Technology
Publikationsdato2015
Sider163-166
ISBN (Trykt)978-9949-430-95-6
ISBN (Elektronisk)978-9949-430-96-3
StatusUdgivet - 2015
BegivenhedThe 28th Nordic Seminar on Computational Mechanics - Tallinn, Estland
Varighed: 22 okt. 201523 okt. 2015
Konferencens nummer: 28

Konference

KonferenceThe 28th Nordic Seminar on Computational Mechanics
Nummer28
Land/OmrådeEstland
ByTallinn
Periode22/10/201523/10/2015

Emneord

  • Hoek-Brown
  • Tension cut-off
  • Elasto-plasticity
  • Implicit integration
  • Safety factor

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