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Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure
Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure
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Centrifuge modeling of seismic response and failure mode of a slope reinforced by a pile-anchor structure

Huang, Yu ; Xu, Xi ; Liu, Junjia ; Mao, Wuwei

Soil dynamics and earthquake engineering (1984), 2020-04, Vol.131, p.106037, Article 106037 [Periódico revisado por pares]

Barking: Elsevier Ltd

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2
Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit
Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit
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Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit

Basu, Devdeep ; Pretell, Renmin ; Montgomery, Jack ; Ziotopoulou, Katerina

Soil dynamics and earthquake engineering (1984), 2022-05, Vol.156, p.107243, Article 107243 [Periódico revisado por pares]

Barking: Elsevier Ltd

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3
Centrifuge modelling of landslides and landslide hazard mitigation: A review
Centrifuge modelling of landslides and landslide hazard mitigation: A review
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Centrifuge modelling of landslides and landslide hazard mitigation: A review

Fang, Kun ; Tang, Huiming ; Li, Changdong ; Su, Xuexue ; An, Pengju ; Sun, Sixuan

Di xue qian yuan., 2023-01, Vol.14 (1), p.101493, Article 101493 [Periódico revisado por pares]

Oxford: Elsevier B.V

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4
Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels
Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels
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Centrifuge modelling of tunnelling induced ground displacements: pressure and displacement control tunnels

Song, Geyang ; Marshall, Alec M.

Tunnelling and underground space technology, 2020-09, Vol.103, p.103461, Article 103461 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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5
Changes in sand mesostructure under repeated seismic liquefaction events during centrifuge tests
Changes in sand mesostructure under repeated seismic liquefaction events during centrifuge tests
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Changes in sand mesostructure under repeated seismic liquefaction events during centrifuge tests

Xie, Xiaoli ; Ye, Bin ; Zhao, Teng ; Feng, Xiaoqing ; Zhang, Feng

Soil dynamics and earthquake engineering (1984), 2021-11, Vol.150, p.106940, Article 106940 [Periódico revisado por pares]

Barking: Elsevier Ltd

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6
Responses of pipeline to side-by-side twin tunnelling at different depths: 3D centrifuge tests and numerical modelling
Responses of pipeline to side-by-side twin tunnelling at different depths: 3D centrifuge tests and numerical modelling
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Responses of pipeline to side-by-side twin tunnelling at different depths: 3D centrifuge tests and numerical modelling

Ma, Shaokun ; Shao, Yu ; Liu, Ying ; Jiang, Jie ; Fan, XiaoLing

Tunnelling and underground space technology, 2017-06, Vol.66, p.157-173 [Periódico revisado por pares]

Oxford: Elsevier Ltd

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7
Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand
Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand
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Centrifuge and numerical modelling of tunnel intersected by normal fault rupture in sand

Cai, Q.P. ; Peng, J.M. ; Ng, Charles. W.W. ; Shi, J.W. ; Chen, X.X.

Computers and geotechnics, 2019-07, Vol.111, p.137-146 [Periódico revisado por pares]

New York: Elsevier Ltd

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8
Centrifuge modeling of batter pile foundations in laterally spreading soil
Centrifuge modeling of batter pile foundations in laterally spreading soil
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Centrifuge modeling of batter pile foundations in laterally spreading soil

Zhang, Shuai ; Wei, Yingqi ; Cheng, Xiaohui ; Chen, Tingting ; Zhang, Xuedong ; Li, Zheng

Soil dynamics and earthquake engineering (1984), 2020-08, Vol.135, p.106166, Article 106166 [Periódico revisado por pares]

Barking: Elsevier Ltd

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9
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition
Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition
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Centrifuge model tests on the deformation behavior of geosynthetic-encased stone column supported embankment under undrained condition

Li, Liang-Yong ; Rajesh, Sathiyamoorthy ; Chen, Jian-Feng

Geotextiles and geomembranes, 2021-06, Vol.49 (3), p.550-563 [Periódico revisado por pares]

Essex: Elsevier Ltd

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10
Centrifuge modeling of single pile-shallow foundation interaction in reverse fault
Centrifuge modeling of single pile-shallow foundation interaction in reverse fault
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Centrifuge modeling of single pile-shallow foundation interaction in reverse fault

Yao, Chaofan ; Takemura, Jiro ; Zhang, Junchen

Soil dynamics and earthquake engineering (1984), 2021-02, Vol.141, p.106538, Article 106538 [Periódico revisado por pares]

Barking: Elsevier Ltd

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