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Analysis of factors influencing tunnel deformation in loess deposits by data mining: A deformation prediction model
Analysis of factors influencing tunnel deformation in loess deposits by data mining: A deformation prediction model
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Analysis of factors influencing tunnel deformation in loess deposits by data mining: A deformation prediction model

Xue, Yiguo ; Zhang, Xueliang ; Li, Shucai ; Qiu, Daohong ; Su, Maoxin ; Li, Liping ; Li, Zhiqiang ; Tao, Yufan

Engineering geology, 2018-01, Vol.232, p.94-103 [Periódico revisado por pares]

Elsevier B.V

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Improved image-based deformation measurement for geotechnical applications
Improved image-based deformation measurement for geotechnical applications
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Improved image-based deformation measurement for geotechnical applications

Stanier, S.A ; Blaber, J ; Take, W.A ; White, D.J

Canadian geotechnical journal, 2016-05, Vol.53 (5), p.727-739 [Periódico revisado por pares]

NRC Research Press

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3
Deep-seated gravitational slope deformation in Lushan, Taiwan: Transformation from cleavage-controlled to weakened rockmass-controlled deformation
Deep-seated gravitational slope deformation in Lushan, Taiwan: Transformation from cleavage-controlled to weakened rockmass-controlled deformation
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Deep-seated gravitational slope deformation in Lushan, Taiwan: Transformation from cleavage-controlled to weakened rockmass-controlled deformation

Lin, Hsi-Hung ; Lin, Ming-Lang ; Lu, Jia-Hao ; Chi, Chung-Chi ; Fei, Li‐Yuan

Engineering geology, 2020-01, Vol.264, p.105387, Article 105387 [Periódico revisado por pares]

Elsevier B.V

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4
Triaxial Deformation Rate Analysis (DRA)
Triaxial Deformation Rate Analysis (DRA)
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Triaxial Deformation Rate Analysis (DRA)

Wang, Hongyu ; Dyskin, Arcady ; Pasternak, Elena ; Dight, Phil

Rock mechanics and rock engineering, 2024-03, Vol.57 (3), p.1939-1962 [Periódico revisado por pares]

Vienna: Springer Vienna

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5
Discontinuous deformation analysis with distributed bond for the modelling of rock deformation and failure
Discontinuous deformation analysis with distributed bond for the modelling of rock deformation and failure
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Discontinuous deformation analysis with distributed bond for the modelling of rock deformation and failure

Zheng, Fei ; Zhuang, Xiaoying ; Zheng, Hong ; Jiao, Yu-Yong ; Rabczuk, Timon

Computers and geotechnics, 2021-11, Vol.139, p.104413, Article 104413 [Periódico revisado por pares]

New York: Elsevier Ltd

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Large deformation finite element analyses in geotechnical engineering
Large deformation finite element analyses in geotechnical engineering
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Large deformation finite element analyses in geotechnical engineering

Wang, Dong ; Bienen, Britta ; Nazem, Majid ; Tian, Yinghui ; Zheng, Jingbin ; Pucker, Tim ; Randolph, Mark F.

Computers and geotechnics, 2015-04, Vol.65, p.104-114 [Periódico revisado por pares]

Elsevier Ltd

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7
Effects of gravel content on liquefaction resistance and its assessment considering deformation characteristics in gravel – mixed sand
Effects of gravel content on liquefaction resistance and its assessment considering deformation characteristics in gravel – mixed sand
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Effects of gravel content on liquefaction resistance and its assessment considering deformation characteristics in gravel – mixed sand

Toyota, Hirofumi ; Takada, Susumu

Canadian geotechnical journal, 2019-12, Vol.56 (12), p.1743-1755 [Periódico revisado por pares]

Ottawa: NRC Research Press

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8
ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression
ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression
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ISRM Suggested Method: Determining Deformation and Failure Characteristics of Rocks Subjected to True Triaxial Compression

Feng, Xia-Ting ; Haimson, Bezalel ; Li, Xiaochun ; Chang, Chandong ; Ma, Xiaodong ; Zhang, Xiwei ; Ingraham, Mathew ; Suzuki, Kenichiro

Rock mechanics and rock engineering, 2019-06, Vol.52 (6), p.2011-2020 [Periódico revisado por pares]

Vienna: Springer Vienna

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9
On the development of novel mitigation techniques against faulting–induced deformation: “Smart” barriers and sacrificial members
On the development of novel mitigation techniques against faulting–induced deformation: “Smart” barriers and sacrificial members
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On the development of novel mitigation techniques against faulting–induced deformation: “Smart” barriers and sacrificial members

Anastasopoulos, Ioannis ; Jones, Liam

Soil dynamics and earthquake engineering (1984), 2019-09, Vol.124, p.297-306 [Periódico revisado por pares]

Barking: Elsevier Ltd

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10
Quasi-site-specific prediction for deformation modulus of rock mass
Quasi-site-specific prediction for deformation modulus of rock mass
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Quasi-site-specific prediction for deformation modulus of rock mass

Ching, Jianye ; Phoon, Kok-Kwang ; Ho, Yuan-Hsun ; Weng, Meng-Chia

Canadian geotechnical journal, 2021-07, Vol.58 (7), p.936-951 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press

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