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Simulation of the Undrained Behavior of Particulate Assemblies Subjected to Continuous Rotation of Lode Angle

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Proceedings of China-Europe Conference on Geotechnical Engineering

Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

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Abstract

Discrete Element Method (DEM) in conjunction with Darcy’s law is applied to simulate the undrained behavior of water-saturated particulate assemblies sheared under continuous rotation of Lode angle. DEM simulations show that the undrained rotation of Lode angle leads to liquefaction of particulate assemblies, decrease in coordination number and evolution of contact fabric anisotropy.

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References

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Correspondence to Mohammadjavad Salimi .

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Salimi, M., Lashkari, A. (2018). Simulation of the Undrained Behavior of Particulate Assemblies Subjected to Continuous Rotation of Lode Angle. In: Wu, W., Yu, HS. (eds) Proceedings of China-Europe Conference on Geotechnical Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-97112-4_14

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  • DOI: https://doi.org/10.1007/978-3-319-97112-4_14

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-319-97111-7

  • Online ISBN: 978-3-319-97112-4

  • eBook Packages: EngineeringEngineering (R0)

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