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Multiphase smoothed particle hydrodynamics approach for modeling soil–water interactions

Type
Articles dans des revues avec comité de lecture
Author
KRIMI, Abdelkader
134975 Laboratoire de Dynamique des Fluides [DynFluid]
KHELLADI, Sofiane
134975 Laboratoire de Dynamique des Fluides [DynFluid]
NOGUEIRA, Xesús
318580 University of A Coruña [UDC]
DELIGANT, Michael
134975 Laboratoire de Dynamique des Fluides [DynFluid]
ATA, Riadh
59131 Laboratoire de Mécanique des Systèmes et des Procédés [LMSP]
136804 Ecole de Technologie Supérieure [Montréal] [ETS]
418989 Laboratoire d'Hydraulique Saint-Venant / Saint-Venant laboratory for Hydraulics [Saint-Venant]
528414 Laboratoire National d’Hydraulique et Environnement [EDF R&D LNHE]
REZOUG, Mehdi
241438 Institut de Recherche en Constructibilité [IRC]

URI
http://hdl.handle.net/10985/17779
DOI
10.1016/j.advwatres.2018.08.004
Date
2018
Journal
Advances in Water Resources

Abstract

In this work, a weakly compressible smoothed particle hydrodynamics (WCSPH) multiphase model is developed. The model is able to deal with soil-water interactions coupled in a strong and natural form. A Regularized Bingham Plastic constitutive law including a pressure-dependent Mohr-Coulomb yield criterion (RBPMC-αμ) is proposed to model fluids, soils and their interaction. Since the proposed rheology model is pressure-sensitive, we propose a multiphase diffusive term to reduce the spurious pressure resulting from the weakly compressible flow hypothesis. Several numerical benchmarks are investigated to assess the robustness and accuracy of the proposed multiphase SPH model.

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