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Xu, M.Q., Yang, Z.X. (2025) Three-dimensional discrete element simulations of inherently anisotropic granular materials subjected to circular rotational shear stress path. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2024.107040

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Reference TypeJournal (article/letter/editorial)
TitleThree-dimensional discrete element simulations of inherently anisotropic granular materials subjected to circular rotational shear stress path
JournalComputers and Geotechnics
AuthorsXu, M.Q.Author
Yang, Z.X.Author
Year2025 (April)Volume180
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2024.107040Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID17918110Long-form Identifiermindat:1:5:17918110:8
GUID0
Full ReferenceXu, M.Q., Yang, Z.X. (2025) Three-dimensional discrete element simulations of inherently anisotropic granular materials subjected to circular rotational shear stress path. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2024.107040
Plain TextXu, M.Q., Yang, Z.X. (2025) Three-dimensional discrete element simulations of inherently anisotropic granular materials subjected to circular rotational shear stress path. Computers and Geotechnics, 180. doi:10.1016/j.compgeo.2024.107040
In(2025) Computers and Geotechnics Vol. 180. Elsevier BV

References Listed

These are the references the publisher has listed as being connected to the article. Please check the article itself for the full list of references which may differ. Not all references are currently linkable within the Digital Library.

Broms, B.B., Casbarian, A.O., 1965. Effects of rotation of the principal stress axes and of the intermediate stress on shear strength. Proc., 6th Int. Conf. Soil Mechanics, Vol. 1, Pergamon Press, Oxford,U.K., 179–183.
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Not Yet Imported: Granular Matter - journal-article : 10.1007/s10035-014-0520-6

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Wu, Q. X., Yang, Z. X. (2022) Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM. Journal of Geotechnical and Geoenvironmental Engineering, 148 (12) doi:10.1061/(asce)gt.1943-5606.0002913
Wu, Q.X., Yan, L.Y., Yang, Z.X. (2021) Discrete element simulations of drained granular material response under multidirectional rotational shear. Computers and Geotechnics, 139. 104375pp. doi:10.1016/j.compgeo.2021.104375
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Xu (2024) J. Eng. Mech. Discrete-element quantification of the noncoaxiality of anisotropic granular materials under orientational rotational shear 150
Xue, Long, Kruyt, Niels P., Wang, Rui, Zhang, Jian‐Min (2019) 3D DEM simulation of principal stress rotation in different planes of cross‐anisotropic granular materials. International Journal for Numerical and Analytical Methods in Geomechanics, 43. 2227-2250 doi:10.1002/nag.2945
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See Also

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Wu, Q.X., Yan, L.Y., Yang, Z.X. (2021) Discrete element simulations of drained granular material response under multidirectional rotational shear. Computers and Geotechnics, 139. 104375pp. doi:10.1016/j.compgeo.2021.104375
Wang, Can, Deng, An, Taheri, Abbas (2018) Three-dimensional discrete element modeling of direct shear test for granular rubber–sand. Computers and Geotechnics, 97. 204-216 doi:10.1016/j.compgeo.2018.01.014
Wei, X.; Zhang, T.; Yang, Z.X. (2025) Effects of particle surface roughness on the shear modulus and damping ratio of granular materials at small-to-medium strain: A DEM study. Computers and Geotechnics, 188. doi:10.1016/j.compgeo.2025.107585
Jiang, Mingjin, Yang, Jun (2025) Small-strain shear modulus of granular materials and its dependence on stress states and fabric. Computers and Geotechnics, 183. doi:10.1016/j.compgeo.2025.107183
Wellmann, C., Lillie, C., Wriggers, P. (2008) Homogenization of granular material modeled by a three-dimensional discrete element method. Computers and Geotechnics, 35. 394-405 doi:10.1016/j.compgeo.2007.06.010
Estrada, Nicolas, Taboada, Alfredo (2013) Yield surfaces and plastic potentials of cemented granular materials from discrete element simulations. Computers and Geotechnics, 49. 62-69 doi:10.1016/j.compgeo.2012.11.001
Zhang, Li, Yang, Jun (2023) Grain-scale modeling of shear responses of dilative granular packings under stress path pertinent to rainfall-induced slope failures. Computers and Geotechnics, 162. Elsevier BV. 105671 doi:10.1016/j.compgeo.2023.105671
Garcia, Fernando E., Bray, Jonathan D. (2019) Modeling the shear response of granular materials with discrete element assemblages of sphere-clusters. Computers and Geotechnics, 106. 99-107 doi:10.1016/j.compgeo.2018.10.003
Zhao, Chaofa, Kruyt, Niels P., Pouragha, Mehdi, Wan, Richard (2022) Fabric response to stress probing in granular materials: Two-dimensional, anisotropic systems. Computers and Geotechnics, 146. 104695pp. doi:10.1016/j.compgeo.2022.104695
Sun, Quan, Zheng, Junxing (2019) Two-dimensional and three-dimensional inherent fabric in cross-anisotropic granular soils. Computers and Geotechnics, 116. 103197 doi:10.1016/j.compgeo.2019.103197
Xu, Ming, Hong, Juntian, Song, Erxiang (2018) DEM study on the macro- and micro-responses of granular materials subjected to creep and stress relaxation. Computers and Geotechnics, 102. 111-124 doi:10.1016/j.compgeo.2018.06.009
 
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