has been cited by the following article(s):
[1]
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Effect of particle size ratio and fines content on drained/undrained behavior of binary granular soil according to confining pressure and packing density: a DEM simulation
Computational Particle Mechanics,
2024
DOI:10.1007/s40571-023-00614-w
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[2]
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Effect of particle size ratio and fines content on drained/undrained behavior of binary granular soil according to confining pressure and packing density: a DEM simulation
Computational Particle Mechanics,
2023
DOI:10.1007/s40571-023-00614-w
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[3]
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DEM simulations on the influence of carbonate precipitation on liquefaction mitigation of sand
Computers and Geotechnics,
2023
DOI:10.1016/j.compgeo.2023.105681
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[4]
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DEM studies on the effect of particle breakage on the critical state behaviours of granular soils under undrained shear conditions
Acta Geotechnica,
2022
DOI:10.1007/s11440-022-01580-y
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[5]
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Derivation of Cyclic Stiffness and Strength Degradation Curves of Sands through Discrete Element Modelling
Modelling,
2022
DOI:10.3390/modelling3040026
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[6]
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Curriculum Learning in Peristaltic Sortation Machine
2022 IEEE 20th International Conference on Industrial Informatics (INDIN),
2022
DOI:10.1109/INDIN51773.2022.9976094
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[7]
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Curriculum Learning in Peristaltic Sortation Machine
2022 IEEE 20th International Conference on Industrial Informatics (INDIN),
2022
DOI:10.1109/INDIN51773.2022.9976094
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[8]
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Comparison of undrained behaviors of granular media using fluid-coupled discrete element method and constant volume method
Journal of Rock Mechanics and Geotechnical Engineering,
2020
DOI:10.1016/j.jrmge.2020.03.009
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