Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples
This study presents the first step of a research project that aims at using a three-dimensional (3D) hybrid finite-discrete element method (FDEM) to investigate the development of an excavation damaged zone (EDZ) around tunnels in a clay shale formation known as Opalinus Clay. The 3D FDEM was first...
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doaj-a9d36eb2979c4c768766504666e290d12020-11-24T22:46:55ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552014-12-016659160610.1016/j.jrmge.2014.10.005Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samplesOmid Mahabadi0Patrick Kaifosh1Paul Marschall2Tim Vietor3Geomechanica Inc., 90 Adelaide St W, Suite 300, Toronto, ON, M5H 3V9, CanadaGeomechanica Inc., 90 Adelaide St W, Suite 300, Toronto, ON, M5H 3V9, CanadaNational Cooperative for the Disposal of Radioactive Waste (NAGRA), Wettingen, SwitzerlandNational Cooperative for the Disposal of Radioactive Waste (NAGRA), Wettingen, SwitzerlandThis study presents the first step of a research project that aims at using a three-dimensional (3D) hybrid finite-discrete element method (FDEM) to investigate the development of an excavation damaged zone (EDZ) around tunnels in a clay shale formation known as Opalinus Clay. The 3D FDEM was first calibrated against standard laboratory experiments, including Brazilian disc test and uniaxial compression test. The effect of increasing confining pressure on the mechanical response and fracture propagation of the rock was quantified under triaxial compression tests. Polyaxial (or true triaxial) simulations highlighted the effect of the intermediate principal stress (σ2) on fracture directions in the model: as the intermediate principal stress increased, fractures tended to align in the direction parallel to the plane defined by the major and intermediate principal stresses. The peak strength was also shown to vary with changing σ2.http://www.sciencedirect.com/science/article/pii/S1674775514000882Three-dimensional (3D) hybrid finite-discrete element method (FDEM)Intermediate principal stressDiscrete element methodsTrue triaxial behaviourFailure envelope |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Omid Mahabadi Patrick Kaifosh Paul Marschall Tim Vietor |
spellingShingle |
Omid Mahabadi Patrick Kaifosh Paul Marschall Tim Vietor Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples Journal of Rock Mechanics and Geotechnical Engineering Three-dimensional (3D) hybrid finite-discrete element method (FDEM) Intermediate principal stress Discrete element methods True triaxial behaviour Failure envelope |
author_facet |
Omid Mahabadi Patrick Kaifosh Paul Marschall Tim Vietor |
author_sort |
Omid Mahabadi |
title |
Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples |
title_short |
Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples |
title_full |
Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples |
title_fullStr |
Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples |
title_full_unstemmed |
Three-dimensional FDEM numerical simulation of failure processes observed in Opalinus Clay laboratory samples |
title_sort |
three-dimensional fdem numerical simulation of failure processes observed in opalinus clay laboratory samples |
publisher |
Elsevier |
series |
Journal of Rock Mechanics and Geotechnical Engineering |
issn |
1674-7755 |
publishDate |
2014-12-01 |
description |
This study presents the first step of a research project that aims at using a three-dimensional (3D) hybrid finite-discrete element method (FDEM) to investigate the development of an excavation damaged zone (EDZ) around tunnels in a clay shale formation known as Opalinus Clay. The 3D FDEM was first calibrated against standard laboratory experiments, including Brazilian disc test and uniaxial compression test. The effect of increasing confining pressure on the mechanical response and fracture propagation of the rock was quantified under triaxial compression tests. Polyaxial (or true triaxial) simulations highlighted the effect of the intermediate principal stress (σ2) on fracture directions in the model: as the intermediate principal stress increased, fractures tended to align in the direction parallel to the plane defined by the major and intermediate principal stresses. The peak strength was also shown to vary with changing σ2. |
topic |
Three-dimensional (3D) hybrid finite-discrete element method (FDEM) Intermediate principal stress Discrete element methods True triaxial behaviour Failure envelope |
url |
http://www.sciencedirect.com/science/article/pii/S1674775514000882 |
work_keys_str_mv |
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