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Refinado por: assunto: Tunnels remover
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1
Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation
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Peridynamics simulation of surrounding rock damage characteristics during tunnel excavation

Gao, Chenglu ; Zhou, Zongqing ; Li, Zhuohui ; Li, Liping ; Cheng, Shuai

Tunnelling and underground space technology, 2020-03, Vol.97, p.103289, Article 103289 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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2
Effects of excavations on freight tunnels at Block 37 in Chicago
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Effects of excavations on freight tunnels at Block 37 in Chicago

Ayoubian, Alireza ; Finno, Richard J.

Transportation Geotechnics, 2024-09, Vol.48, p.101287, Article 101287

Elsevier Ltd

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3
Mitigation of rock burst events by blasting techniques during deep-tunnel excavation
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Mitigation of rock burst events by blasting techniques during deep-tunnel excavation

Yan, Peng ; Zhao, Zhenguo ; Lu, Wenbo ; Fan, Yong ; Chen, Xiangrong ; Shan, Zhigang

Engineering geology, 2015-04, Vol.188, p.126-136 [Periódico revisado por pares]

Elsevier B.V

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4
Influence of tunneling methods on the strainburst characteristics during the excavation of deep rock masses
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Influence of tunneling methods on the strainburst characteristics during the excavation of deep rock masses

Fan, Yong ; Lu, Wenbo ; Zhou, Yihong ; Yan, Peng ; Leng, Zhendong ; Chen, Ming

Engineering geology, 2016-02, Vol.201, p.85-95 [Periódico revisado por pares]

Elsevier B.V

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5
Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand
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Three-dimensional centrifuge modelling of basement excavation effects on an existing tunnel in dry sand

NG, Charles W. W ; JIANGWEI SHI ; YI HONG

Canadian geotechnical journal, 2013-08, Vol.50 (8), p.874-888 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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6
Considerations and observations of stress-induced and construction-induced excavation damage zone in crystalline rock
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Considerations and observations of stress-induced and construction-induced excavation damage zone in crystalline rock

Siren, T. ; Kantia, P. ; Rinne, M.

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2015-01, Vol.73, p.165-174 [Periódico revisado por pares]

Elsevier Ltd

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7
An experimental study of a novel liquid carbon dioxide rock-breaking technology
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An experimental study of a novel liquid carbon dioxide rock-breaking technology

Li, Qi-Yue ; Chen, Guan ; Luo, Da-You ; Ma, Hai-Peng ; Liu, Yong

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2020-04, Vol.128, p.104244, Article 104244 [Periódico revisado por pares]

Berlin: Elsevier Ltd

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8
Long-term performance of metro tunnels induced by adjacent large deep excavation and protective measures in Nanjing silty clay
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Long-term performance of metro tunnels induced by adjacent large deep excavation and protective measures in Nanjing silty clay

Liu, Bo ; Zhang, Ding-Wen ; Yang, Chang ; Zhang, Qian-Bing

Tunnelling and underground space technology, 2020-01, Vol.95, p.103147, Article 103147 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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9
An integrated parameter prediction framework for intelligent TBM excavation in hard rock
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An integrated parameter prediction framework for intelligent TBM excavation in hard rock

Wang, Xin ; Zhu, Hehua ; Zhu, Mengqi ; Zhang, Lianyang ; Ju, J. Woody

Tunnelling and underground space technology, 2021-12, Vol.118, p.104196, Article 104196 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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10
Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales
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Continuum–discontinuum analysis of failure mechanisms around unsupported circular excavations in anisotropic clay shales

Lisjak, A. ; Grasselli, G. ; Vietor, T.

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2014-01, Vol.65, p.96-115 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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