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.
Originalsprog | Engelsk |
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Titel | 28th Nordic Seminar on Computational Mechanics : Proceedings of the NSCM28 |
Redaktører | Arkadi Berezovski, Kert Tamm, Tanel Peets |
Antal sider | 4 |
Udgivelsessted | Tallinn |
Forlag | Institute of Cybernetics at Tallinn University of Technology |
Publikationsdato | 2015 |
Sider | 163-166 |
ISBN (Trykt) | 978-9949-430-95-6 |
ISBN (Elektronisk) | 978-9949-430-96-3 |
Status | Udgivet - 2015 |
Begivenhed | The 28th Nordic Seminar on Computational Mechanics - Tallinn, Estland Varighed: 22 okt. 2015 → 23 okt. 2015 Konferencens nummer: 28 |
Konference
Konference | The 28th Nordic Seminar on Computational Mechanics |
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Nummer | 28 |
Land/Område | Estland |
By | Tallinn |
Periode | 22/10/2015 → 23/10/2015 |
Emneord
- Hoek-Brown
- Tension cut-off
- Elasto-plasticity
- Implicit integration
- Safety factor