References
- [1] AZAMI A., PIETRUSZCZAK S., GUO P., Bearing capacity of shallow foundations in transversely isotropicgranular media, Intern. Journ. Num. Anal. Meth. Geomech., 2009, 34(8), 771-793.
- [2] CHATZIS I., DULLIEN F.A.L., The modelling of mercury porosimetry and relative permeability ofmercury in sandstones using percolation theory, Intern. Chem. Eng., 1985, 25, 47-66.
- [3] DIAZ C.E., CHATZIS I., DULLIEN F.A.L., Simulation of capillary pressure curves using bond correlatedsite percolation on a simple cubic network, Transport in Porous Media, 1987, 2, 215-240.
- [4] DUVEAU G., SHAO J.F., HENRY J.P., Assessment of some failure criteria for strongly anisotropicmaterials, Mech. Cohesive-Frictional Mater., 1998, 3, 1-26.
- [5] INGLIS D., PIETRUSZCZAK S., Characterization of anisotropy in porous media by means of linearintercept measurements, Intern. Journal of Solids & Structures, 2003, 40, 1243-1264.
- [6] KRALJ B., PANDE G.N., A stochastic model for the permeability characteristics of saturated cementedporous media undergoing freezing, Transport in Porous Media, 1996, 22, 345-357.
- [7] NIANDOU H., SHAO J.F., HENRY J.P., FOURMAINTRAUX D., Laboratory investigation of the mechanicalbehavior of Tournemire shale, Intern. Journ. Rock Mech. Min. Sci., 1997, 34, 3-16.
- [8] ODA M., KOISHIKAWA I., HUGUCHI T., Experimental study of anisotropic shear strength of sand byplane strain test, Soils and Foundations, 1978, 18(1), 25-38.
- [9] PIETRUSZCZAK S., Fundamentals of Plasticity in Geomechanics, Taylor & Francis Group, Leiden/ London/New York, 2010.
- [10] PIETRUSZCZAK S., KRUCIŃSKI S., Description of anisotropic response of clays using a tensorialmeasure of structural disorder, Mechanics of Materials, 1989, 8, 237-249.
- [11] SUTERA S.P., SKALAK R., The history of Poiseuille’s law, Annual Review of Fluid Mech., 1993, 25, 1-19.
- [12] WASHBURN E.W., The dynamics of capillary flow, Physical Review, 1921, 17(3), 273.