A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media

B.C. Mercatoris, L.J. Sluys, T.J. Massart (2013). "A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media." In Proceedings of FraMCoS 8, Toledo, Spain.

B.C. Mercatoris, L.J. Sluys, T.J. Massart. "A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media." Paper presented at FraMCoS 8, Toledo, Spain, 2013.

B.C. Mercatoris, L.J. Sluys, T.J. Massart, "A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media," in Proc. FraMCoS 8, Toledo, Spain, 2013.

@inproceedings{b-c-mercatoris2013,
  title     = {A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media},
  author    = {B.C. Mercatoris, L.J. Sluys, T.J. Massart},
  year      = {2013},
  booktitle = {Proceedings of FraMCoS 8},
  address   = {Toledo, Spain},
}

TY  - CPAPER
TI  - A Multi-Scale Computational Scheme for Anisotropic Hydro-Mechanical Couplings in Saturated Heterogeneous Porous Media
AU  - B.C. Mercatoris
AU  - L.J. Sluys
AU  - T.J. Massart
PY  - 2013
T2  - Proceedings of FraMCoS 8
CY  - Toledo, Spain
UR  - https://framcos.org/wp-content/uploads/framcos-papers/FraMCoS-8_A_Multi-Scale_Computational_Scheme_for_Anisotropic_Hydro-Mechanical_Couplings_in.pdf
AB  - Thiscontributiondiscussesacoupledtwo-scaleframeworkforhydro-mechanicalproblems in saturated heterogeneous porous geomaterials. The heterogeneous nature of such materials can lead to an anisotropy of the hydro-mechanical couplings and non-linear effects. Based on an assumed model of the mesostructure, the average macroscopic hydro-mechanical behaviour is extracted by meansofacomputationalhomogenisationprocedure in a monolithicway. The ingredients needed to upscale the hydro-mechanical couplings are outlined. The two-scale simulation results are compared with direct numerical simulation for the consolidation of a particle-matrix porous material.
ER  -