On micromechanical damage modeling in geomechanics: Influence of numerical integration scheme
Tunnel excavations in deep rocks provide stress perturbations which initiate diffuse and/or localized damage propagation in the material. This damage phenomenon can lead to significant irreversible deformations and changes in rock properties. In this paper, we propose to model such behavior by consi...
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| Veröffentlicht in: | Journal of computational and applied mathematics Jg. 246; S. 215 - 224 |
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| Format: | Journal Article |
| Sprache: | Englisch |
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Elsevier B.V
01.07.2013
Elsevier |
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| ISSN: | 0377-0427, 1879-1778 |
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| Abstract | Tunnel excavations in deep rocks provide stress perturbations which initiate diffuse and/or localized damage propagation in the material. This damage phenomenon can lead to significant irreversible deformations and changes in rock properties. In this paper, we propose to model such behavior by considering a micromechanically-based damage approach. The resulting micromechanical model, which also accounts for initial stress, is described and assessed through the numerical analysis of a synthetic tunnel drilling in Opalinus Clay. A particular emphasis is put on the numerical integration of the model. In particular, an appropriate choice of the latter is required to ensure the numerical stability and a confident prediction of excavation damaged zone around tunnels. |
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| AbstractList | Tunnel excavations in deep rocks provide stress perturbations which initiate diffuse and/or localized damage propagation in the material. This damage phenomenon can lead to significant irreversible deformations and changes in rock properties. In this paper, we propose to model such behavior by considering a micromechanically-based damage approach. The resulting micromechanical model, which also accounts for initial stress, is described and assessed through the numerical analysis of a synthetic tunnel drilling in Opalinus Clay. A particular emphasis is put on the numerical integration of the model. In particular, an appropriate choice of the latter is required to ensure the numerical stability and a confident prediction of excavation damaged zone around tunnels. |
| Author | Collin, F. Kondo, D. Levasseur, S. Charlier, R. |
| Author_xml | – sequence: 1 givenname: S. surname: Levasseur fullname: Levasseur, S. email: severine.levasseur@ulg.ac.be organization: Université de Liége, Chemin des chevreuils 1, B-4000 Liége 1, Belgium – sequence: 2 givenname: F. surname: Collin fullname: Collin, F. organization: Université de Liége, Chemin des chevreuils 1, B-4000 Liége 1, Belgium – sequence: 3 givenname: R. surname: Charlier fullname: Charlier, R. organization: Université de Liége, Chemin des chevreuils 1, B-4000 Liége 1, Belgium – sequence: 4 givenname: D. surname: Kondo fullname: Kondo, D. organization: Institut d’Alembert, Université Pierre et Marie Curie, 4 place Jussieu, F-75005 Paris, France |
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| Cites_doi | 10.1016/0022-5096(95)00058-Q 10.1080/17747120.2007.9692971 10.1002/cnm.658 10.1016/0022-5096(73)90027-6 10.1016/j.engfracmech.2011.03.009 10.1016/S1365-1609(03)00113-8 10.1016/j.pce.2008.10.030 10.1016/j.ijrmms.2010.01.006 10.1016/0020-7683(92)90141-F 10.1016/j.ijsolstr.2007.09.026 10.1016/0013-7944(90)90087-W 10.1016/S0013-7952(01)00140-5 10.1016/j.mechrescom.2009.09.004 |
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| Keywords | Micromechanics Microcracked geomaterials Initial stresses Numerical integration Tunnel excavation Anisotropic damage |
| Language | English |
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| Snippet | Tunnel excavations in deep rocks provide stress perturbations which initiate diffuse and/or localized damage propagation in the material. This damage... |
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| SubjectTerms | Anisotropic damage Damage Drilling Engineering Sciences Excavation Initial stresses Mathematical models Mechanics Microcracked geomaterials Micromechanics Numerical integration Perturbation methods Rocks Tunnel excavation Tunnels (transportation) |
| Title | On micromechanical damage modeling in geomechanics: Influence of numerical integration scheme |
| URI | https://dx.doi.org/10.1016/j.cam.2012.05.022 https://www.proquest.com/docview/1323224165 https://hal.science/hal-01667042 |
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