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Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction
Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction
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Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction

Sun, Yang ; Su, Jing-bo ; Xia, Xiao-he ; Xu, Zheng-liang

Canadian geotechnical journal, 2015-12, Vol.52 (12), p.2008-2016 [Periódico revisado por pares]

Ottawa: NRC Research Press

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2
Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis
Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis
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Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis

KARIM, M. R ; MANIVANNAN, G ; GNANENDRAN, C. T ; LO, S-C. R

Canadian geotechnical journal, 2011-05, Vol.48 (5), p.741-753 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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3
A simplified plane strain analysis of lateral wall deflection for excavations with cross walls
A simplified plane strain analysis of lateral wall deflection for excavations with cross walls
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A simplified plane strain analysis of lateral wall deflection for excavations with cross walls

HSIEH, Pio-Go ; OU, Chang-Yu ; SHIH, Chiang

Canadian geotechnical journal, 2012-10, Vol.49 (10), p.1134-1146 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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4
Case study of a piled raft foundation constructed using a reverse construction method and its post-analysis
Case study of a piled raft foundation constructed using a reverse construction method and its post-analysis
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Case study of a piled raft foundation constructed using a reverse construction method and its post-analysis

Sonoda, Ryuuichi ; Matsumoto, Tatsunori ; Kitiyodom, Pastsakorn ; Moritaka, Hideo ; Ono, Toshihiro

Canadian geotechnical journal, 2009-02, Vol.46 (2), p.142-159 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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5
Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model
Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model
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Runout simulation of seismic landslides using discontinuous deformation analysis (DDA) with state-dependent shear strength model

Nian, Ting-kai ; Zhang, Yan-jun ; Wu, Hao ; Chen, Guang-qi ; Zheng, Lu

Canadian geotechnical journal, 2020-08, Vol.57 (8), p.1183-1196 [Periódico revisado por pares]

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

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6
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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7
Runout analyses using 2014 Oso landslide
Runout analyses using 2014 Oso landslide
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Runout analyses using 2014 Oso landslide

Xu, Zhengdan ; Stark, Timothy D

Canadian geotechnical journal, 2022-01, Vol.59 (1), p.55-73 [Periódico revisado por pares]

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

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8
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment
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Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment

Rowe, R. Kerry ; Liu, K.-W

Canadian geotechnical journal, 2015-12, Vol.52 (12), p.2041-2054 [Periódico revisado por pares]

Ottawa: NRC Research Press

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9
Factor of safety of slope stability from deformation energy
Factor of safety of slope stability from deformation energy
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Factor of safety of slope stability from deformation energy

Xiao, Shiguo ; Guo, Wei Dong ; Zeng, Jinxiu

Canadian geotechnical journal, 2018-02, Vol.55 (2), p.296-302 [Periódico revisado por pares]

Ottawa: NRC Research Press

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10
Analysis of consolidation with constant rate of displacement
Analysis of consolidation with constant rate of displacement
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Analysis of consolidation with constant rate of displacement

Muir Wood, David

Canadian geotechnical journal, 2016-05, Vol.53 (5), p.740-752 [Periódico revisado por pares]

NRC Research Press

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