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1
Effect of discretization at laboratory and large scales during discrete element modelling of brittle failure
Effect of discretization at laboratory and large scales during discrete element modelling of brittle failure
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Effect of discretization at laboratory and large scales during discrete element modelling of brittle failure

Hamdi, Jabrane ; Scholtès, Luc ; Souley, Mountaka ; Al Heib, Marwan

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2017-12, Vol.100, p.48-61 [Periódico revisado por pares]

Berlin: Elsevier Ltd

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2
Failure characteristics of surrounding rocks along the radial direction of underground excavations: An experimental study
Failure characteristics of surrounding rocks along the radial direction of underground excavations: An experimental study
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Failure characteristics of surrounding rocks along the radial direction of underground excavations: An experimental study

Jiang, Jianqing ; Feng, Xia-Ting ; Yang, Chengxiang ; Su, Guoshao

Engineering geology, 2021-02, Vol.281, p.105984, Article 105984 [Periódico revisado por pares]

Elsevier B.V

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3
A Closed-Form Solution for Tunnels with Arbitrary Cross Section Excavated in Elastic Anisotropic Ground
A Closed-Form Solution for Tunnels with Arbitrary Cross Section Excavated in Elastic Anisotropic Ground
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A Closed-Form Solution for Tunnels with Arbitrary Cross Section Excavated in Elastic Anisotropic Ground

Tran Manh, Huy ; Sulem, Jean ; Subrin, Didier

Rock mechanics and rock engineering, 2015-01, Vol.48 (1), p.277-288 [Periódico revisado por pares]

Vienna: Springer Vienna

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4
A coupled elastoplastic damage model for brittle rocks and its application in modelling underground excavation
A coupled elastoplastic damage model for brittle rocks and its application in modelling underground excavation
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A coupled elastoplastic damage model for brittle rocks and its application in modelling underground excavation

Zhang, J.C. ; Xu, W.Y. ; Wang, H.L. ; Wang, R.B. ; Meng, Q.X. ; Du, S.W.

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2016-04, Vol.84, p.130-141 [Periódico revisado por pares]

Elsevier Ltd

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5
Hydro-mechanical modelling of the excavation damaged zone around an underground excavation at Mont Terri Rock Laboratory
Hydro-mechanical modelling of the excavation damaged zone around an underground excavation at Mont Terri Rock Laboratory
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Hydro-mechanical modelling of the excavation damaged zone around an underground excavation at Mont Terri Rock Laboratory

Levasseur, Séverine ; Charlier, Robert ; Frieg, Bernd ; Collin, Frédéric

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2010-04, Vol.47 (3), p.414-425 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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6
An analytical model considering interaction behavior of grouted rock bolts for convergence–confinement method in tunneling design
An analytical model considering interaction behavior of grouted rock bolts for convergence–confinement method in tunneling design
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An analytical model considering interaction behavior of grouted rock bolts for convergence–confinement method in tunneling design

Cai, Yue ; Jiang, Yujing ; Djamaluddin, Ibrahim ; Iura, Tomomi ; Esaki, Tetsuro

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2015-06, Vol.76, p.112-126 [Periódico revisado por pares]

Elsevier Ltd

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7
Analysis of Long-Term Anisotropic Convergence in Drifts Excavated in Callovo-Oxfordian Claystone
Analysis of Long-Term Anisotropic Convergence in Drifts Excavated in Callovo-Oxfordian Claystone
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Analysis of Long-Term Anisotropic Convergence in Drifts Excavated in Callovo-Oxfordian Claystone

Guayacán-Carrillo, Lina-María ; Sulem, Jean ; Seyedi, Darius M. ; Ghabezloo, Siavash ; Noiret, Aurélien ; Armand, Gilles

Rock mechanics and rock engineering, 2016-01, Vol.49 (1), p.97-114 [Periódico revisado por pares]

Vienna: Springer Vienna

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8
Risk management by geotechnical monitoring for safe excavation of a large rock cavern: a case study
Risk management by geotechnical monitoring for safe excavation of a large rock cavern: a case study
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Risk management by geotechnical monitoring for safe excavation of a large rock cavern: a case study

Bhatkar, T. ; Mandal, A. ; Kumar, C. ; Usmani, A.

Bulletin of engineering geology and the environment, 2017-08, Vol.76 (3), p.1209-1216 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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9
Hydromechanical modelling of an excavation in an underground research laboratory with an elastoviscoplastic behaviour law and regularization by second gradient of dilation
Hydromechanical modelling of an excavation in an underground research laboratory with an elastoviscoplastic behaviour law and regularization by second gradient of dilation
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Hydromechanical modelling of an excavation in an underground research laboratory with an elastoviscoplastic behaviour law and regularization by second gradient of dilation

Plassart, Roland ; Fernandes, Roméo ; Giraud, Albert ; Hoxha, Dashnor ; Laigle, François

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2013-02, Vol.58, p.23-33 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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10
Managing uncertainty in underground excavation design associated with rock mass characterization using core drilled for mineral exploration
Managing uncertainty in underground excavation design associated with rock mass characterization using core drilled for mineral exploration
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Managing uncertainty in underground excavation design associated with rock mass characterization using core drilled for mineral exploration

Macciotta, Renato ; Parkinson, Graham ; Garcia, Eduardo ; Bravo, Orlando

Bulletin of engineering geology and the environment, 2015-11, Vol.74 (4), p.1419-1434 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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