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Shi, X. S., Liu, Kai, Yin, Jianhua (2021) Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 147 (2) 4020160pp. doi:10.1061/(asce)gt.1943-5606.0002449

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Reference TypeJournal (article/letter/editorial)
TitleEffect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsShi, X. S.Author
Liu, KaiAuthor
Yin, JianhuaAuthor
Year2021 (February)Volume147
Issue2
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)gt.1943-5606.0002449Search in ResearchGate
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Mindat Ref. ID13850003Long-form Identifiermindat:1:5:13850003:2
GUID0
Full ReferenceShi, X. S., Liu, Kai, Yin, Jianhua (2021) Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 147 (2) 4020160pp. doi:10.1061/(asce)gt.1943-5606.0002449
Plain TextShi, X. S., Liu, Kai, Yin, Jianhua (2021) Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 147 (2) 4020160pp. doi:10.1061/(asce)gt.1943-5606.0002449
In(2021, February) Journal of Geotechnical and Geoenvironmental Engineering Vol. 147 (2) American Society of Civil Engineers (ASCE)

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Sufian, Adnan, Artigaut, Marion, Shire, Thomas, O’Sullivan, Catherine (2021) Influence of Fabric on Stress Distribution in Gap-Graded Soil. Journal of Geotechnical and Geoenvironmental Engineering, 147 (5) 4021016pp. doi:10.1061/(asce)gt.1943-5606.0002487
Zhao, H. F., Zhang, L. M., Chang, D. S. (2013) Behavior of Coarse Widely Graded Soils under Low Confining Pressures. Journal of Geotechnical and Geoenvironmental Engineering, 139 (1). 35-48 doi:10.1061/(asce)gt.1943-5606.0000755
Xiao, Yang, Desai, Chandrakant S. (2016) General Stress–Dilatancy Relation for Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 142 (4). 2816001pp. doi:10.1061/(asce)gt.1943-5606.0001473
Thakur, Mohmad Mohsin, Penumadu, Dayakar (2021) Influence of Friction and Particle Morphology on Triaxial Shearing of Granular Materials. Journal of Geotechnical and Geoenvironmental Engineering, 147 (11) 4021118pp. doi:10.1061/(asce)gt.1943-5606.0002634
Shi, X. S., Herle, I., Yin, Jianhua (2018) Laboratory Study of the Shear Strength and State Boundary Surface of a Natural Lumpy Soil. Journal of Geotechnical and Geoenvironmental Engineering, 144 (12). 4018093pp. doi:10.1061/(asce)gt.1943-5606.0001987
Xiao, Yang, Liao, Jun (2014) Discussion of “Behavior of Coarse Widely Graded Soils under Low Confining Pressures” by H. F. Zhao, L. M. Zhang, and D. S. Chang. Journal of Geotechnical and Geoenvironmental Engineering, 140 (2). 7013001pp. doi:10.1061/(asce)gt.1943-5606.0001007
Chen, C., Zhang, L. M., Chang, D. S. (2016) Stress-Strain Behavior of Granular Soils Subjected to Internal Erosion. Journal of Geotechnical and Geoenvironmental Engineering, 142 (12). 6016014pp. doi:10.1061/(asce)gt.1943-5606.0001561
(2021) Reviewers. Journal of Geotechnical and Geoenvironmental Engineering, 147 (12) 9021001pp. doi:10.1061/(asce)gt.1943-5606.0002700
Gao, Lei, Yang, Kai (2017) Discussion of “Transitional Behaviors in Well-Graded Coarse Granular Soils” by Yang Xiao, M. R. Coop, Hong Liu, Hanlong Liu, and Jingshan Jiang. Journal of Geotechnical and Geoenvironmental Engineering, 143 (12). 7017032pp. doi:10.1061/(asce)gt.1943-5606.0001793
Liu, Deyun, O’Sullivan, Catherine, Carraro, J. Antonio H. (2021) Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State. Journal of Geotechnical and Geoenvironmental Engineering, 147 (3) 4020182pp. doi:10.1061/(asce)gt.1943-5606.0002466
Xiao, Yang, Coop, M. R., Liu, Hong, Liu, Hanlong, Jiang, Jingshan (2016) Transitional Behaviors in Well-Graded Coarse Granular Soils. Journal of Geotechnical and Geoenvironmental Engineering, 142 (12). 6016018pp. doi:10.1061/(asce)gt.1943-5606.0001551
 
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