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Refinado por: assunto: Engineering, Geological remover assunto: Physical Sciences remover assunto: Underground Excavation remover
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1
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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2
Instability of an intersecting fault-dyke system during deep rock excavation
Instability of an intersecting fault-dyke system during deep rock excavation
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Instability of an intersecting fault-dyke system during deep rock excavation

Huang, Xiao ; Xu, Nuwen ; Wu, Wei ; Xiao, Peiwei ; Dong, Linlu ; Li, Biao

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2022-05, Vol.153, p.105087, Article 105087 [Periódico revisado por pares]

Berlin: Elsevier Ltd

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3
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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4
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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5
Numerical investigation on the stability of deforming fractured rocks using discrete fracture networks: a case study of underground excavation
Numerical investigation on the stability of deforming fractured rocks using discrete fracture networks: a case study of underground excavation
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Numerical investigation on the stability of deforming fractured rocks using discrete fracture networks: a case study of underground excavation

Wang, Luyu ; Chen, Weizhong ; Tan, Xuyan ; Tan, Xianjun ; Yang, Jianping ; Yang, Diansen ; Zhang, Xi

Bulletin of engineering geology and the environment, 2020, Vol.79 (1), p.133-151 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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6
Probabilistic analysis of underground rock excavations using response surface method and SORM
Probabilistic analysis of underground rock excavations using response surface method and SORM
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Probabilistic analysis of underground rock excavations using response surface method and SORM

Lü, Qing ; Low, Bak Kong

Computers and geotechnics, 2011-12, Vol.38 (8), p.1008-1021 [Periódico revisado por pares]

Elsevier Ltd

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7
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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8
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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9
Simultaneous pattern and size optimisation of rock bolts for underground excavations
Simultaneous pattern and size optimisation of rock bolts for underground excavations
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Simultaneous pattern and size optimisation of rock bolts for underground excavations

Nguyen, Tin ; Ghabraie, Kazem ; Tran-Cong, Thanh

Computers and geotechnics, 2015-05, Vol.66, p.264-277 [Periódico revisado por pares]

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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