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ArticlesPeer ReviewedFull Text
Influence of grass roots on shear strength of pyroclastic soils
Author / Creator:Foresta, Vito ; Capobianco, Vittoria ; Cascini, Leonardo
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press
Journal title:Canadian geotechnical journal, 2020-09, Vol.57 (9), p.1320-1334
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Resilient behavior of coarse granular materials in three-dimensional stress state
Author / Creator:Gu, Chuan ; Ye, Xingchi ; Wang, Jun ; Cai, Yuanqiang ; Cao, Zhigang ; Zhang, Tingting
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press
Journal title:Canadian geotechnical journal, 2020-09, Vol.57 (9), p.1280-1293
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Exploring the mechanical response of low-carbon soil improvement mixtures
Author / Creator:Fraccica, Alessandro ; Spagnoli, Giovanni ; Romero, Enrique ; Arroyo, Marcos ; Gómez, Rodrigo
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: Canadian Science Publishing
Journal title:Canadian geotechnical journal, 2022-05, Vol.59 (5), p.726-742
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Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials
Author / Creator:Wang, Han-Lin ; Cui, Yu-Jun ; Lamas-Lopez, Francisco ; Dupla, Jean-Claude ; Canou, Jean ; Calon, Nicolas ; Saussine, Gilles ; Aimedieu, Patrick ; Chen, Ren-Peng
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2017-12, Vol.54 (12), p.1672-1681
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Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples
Author / Creator:Berre, Toralv ; Lunne, Tom ; L’Heureux, Jean-Sebastien
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press
Journal title:Canadian geotechnical journal, 2022-02, Vol.59 (2), p.300-303
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ArticlesPeer ReviewedFull Text
Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests
Author / Creator:Wu, Tingyu ; Han, Jie ; Cai, Yuanqiang ; Guo, Lin ; Wang, Jun
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press
Journal title:Canadian geotechnical journal, 2021-12, Vol.99 (999), p.1812-1824
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ArticlesPeer ReviewedFull Text
Fatigue and damage properties of frozen silty sand samples subjected to cyclic triaxial loading
Author / Creator:Liu, Enlong ; Lai, Yuanming ; Liao, Mengke ; Liu, Xingyan ; Hou, Feng
Publisher:NRC Research Press
Journal title:Canadian geotechnical journal, 2016-12, Vol.53 (12), p.1939-1951
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Implication of end restraint in triaxial tests on the derivation of stress–dilatancy rule for soils having high compressibility
Author / Creator:Muraro, S ; Jommi, C
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2019-06, Vol.56 (6), p.840-851
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Strength envelope of granular soil stabilized by multi-axial geogrid in large triaxial tests
Author / Creator:Lees, A.S ; Clausen, J
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2020-03, Vol.57 (3), p.448-452
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Hydromechanical behaviour of two unsaturated silts: laboratory data and model predictions
Author / Creator:Bruno, Agostino Walter ; Gallipoli, Domenico ; Mendes, Joao
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: Canadian Science Publishing
Journal title:Canadian geotechnical journal, 2022-06, Vol.59 (6), p.837-846
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ArticlesPeer ReviewedFull Text
Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests
Author / Creator:Sun, Qi ; Cai, Yuanqiang ; Chu, Jian ; Dong, Quanyang ; Wang, Jun
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2017-06, Vol.54 (6), p.768-777
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Effects of gravel content on liquefaction resistance and its assessment considering deformation characteristics in gravel – mixed sand
Author / Creator:Toyota, Hirofumi ; Takada, Susumu
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2019-12, Vol.56 (12), p.1743-1755
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ArticlesPeer ReviewedFull Text
Deformation characteristics of saturated clay in three-dimensional cyclic stress state
Author / Creator:Gu, Chuan ; Wang, Yongzheng ; Cai, Yuanqiang ; Wang, Jun
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2019-12, Vol.56 (12), p.1789-1802
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ArticlesPeer ReviewedFull Text
Dynamic modulus characteristics of saturated clays under variable confining pressure
Author / Creator:Gu, Chuan ; Gu, Zhiqiang ; Cai, Yuanqiang ; Wang, Jun ; Ling, Daosheng
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2017-05, Vol.54 (5), p.729-735
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ArticlesPeer ReviewedFull Text
Development of a poly-axial platen for testing true-triaxial behavior of rocks
Author / Creator:Garg, Prasoon ; Pandit, Bhardwaj ; Mishra, Brijes ; Sivakumar Babu, G.L
Publisher:1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press
Journal title:Canadian geotechnical journal, 2021-12, Vol.99 (999), p.1839-1854
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ArticlesPeer ReviewedFull Text
Mechanical behavior of an unsaturated clayey silt: an experimental and constitutive modelling study
Author / Creator:Romero, Enrique ; Sánchez, Marcelo ; Gai, Xuerui ; Barrera, Mauricio ; Lloret, Antonio
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2019-10, Vol.56 (10), p.1461-1474
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ArticlesPeer ReviewedFull Text
Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay
Author / Creator:Wichtmann, T. ; Andersen, K.H. ; Sjursen, M.A. ; Berre, T.
Publisher:Ottawa, ON: NRC Research Press
Journal title:Canadian geotechnical journal, 2013-04, Vol.50 (4), p.400-412
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Influence of silt size and content on liquefaction behavior of sands
Author / Creator:Monkul, Mehmet Murat ; Yamamuro, Jerry A.
Publisher:Ottawa, ON: NRC Research Press
Journal title:Canadian geotechnical journal, 2011-06, Vol.48 (6), p.931-942
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ArticlesPeer ReviewedFull Text
Influence of vertical cylindrical tetrahydrofuran hydrate veins on fine-grained soil behaviour
Author / Creator:Smith, William E ; Priest, Jeffrey A ; Hayley, Jocelyn L.H
Publisher:Ottawa: NRC Research Press
Journal title:Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1691-1701
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ArticlesPeer ReviewedFull Text
Experimental investigation on the creep behavior of an unsaturated clay
Author / Creator:Lai, X.L. ; Wang, S.M. ; Ye, W.M. ; Cui, Y.J.
Publisher:Ottawa, ON: NRC Research Press
Journal title:Canadian geotechnical journal, 2014-06, Vol.51 (6), p.621-628
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Showing 1 to 20 of 195 results

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Influence of grass roots on shear strength of pyroclastic soils

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Resilient behavior of coarse granular materials in three-dimensional stress state

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Exploring the mechanical response of low-carbon soil improvement mixtures

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Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials

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Quantification of sample disturbance for soft, lightly overconsolidated, sensitive clay samples

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Relationship between monotonic and cyclic behavior of saturated soft clay in undrained triaxial compression tests

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Fatigue and damage properties of frozen silty sand samples subjected to cyclic triaxial loading

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Implication of end restraint in triaxial tests on the derivation of stress–dilatancy rule for soils having high compressibility

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Strength envelope of granular soil stabilized by multi-axial geogrid in large triaxial tests

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Hydromechanical behaviour of two unsaturated silts: laboratory data and model predictions

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Effect of variable confining pressure on cyclic behaviour of granular soil under triaxial tests

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

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Deformation characteristics of saturated clay in three-dimensional cyclic stress state

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Dynamic modulus characteristics of saturated clays under variable confining pressure

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Development of a poly-axial platen for testing true-triaxial behavior of rocks

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Mechanical behavior of an unsaturated clayey silt: an experimental and constitutive modelling study

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Cyclic tests on high-quality undisturbed block samples of soft marine Norwegian clay

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Influence of silt size and content on liquefaction behavior of sands

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Influence of vertical cylindrical tetrahydrofuran hydrate veins on fine-grained soil behaviour

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Experimental investigation on the creep behavior of an unsaturated clay

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