Dusseault, M. Bruno, and J. Thesis Dr. MR  D. Garagash and E. Detournay, An analysis of the influence of the pressurization rate on the borehole breakdown pressure , Journal of Solids and Structures, Siesky , Effect of intraocular pressure on the hemodynamics of the central retinal artery: a mathematical model , Math.
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Hsu and P. Cheng, Thermal dispersion in a porous medium , Int. Heat Mass Tran. Hudson, O. Stephansson, J. Andersson, C. Tsang, and L. Huyghe, T. Arts, D. Reneman, Porous medium finite element model of the beating left ventricle , Am. Kim and R. Parizek, Numerical simulation of the Noordbergum effect resulting from groundwater pumping in a layered aquifer system , Journal of Hydrology, , Klisch , Internally constrained mixtures of elastic continua , Math. Solids 4 , no.
Lai, J. Hou and V. King , Helen M. Byrne , Oliver E. Jensen , and Kevin M. Shakesheff , Mathematical modelling of engineered tissue growth using a multiphase porous flow mixture theory , J. Lyness, Numerical algorithms based on the theory of complex variables , Proc. ACM 22nd Nat. Lyness and C. Martins, Ilan M. Kroo, and Juan J. Martins , Peter Sturdza , and Juan J. Software 29 , no. Mow, S. Kuei, W. Lai and C. Armstrong, Biphasic creep and stress relaxation of articular cartilage in compression: theory and experiments , ASME J. Solids 15 , no. Wheeler , A coupling of mixed and continuous Galerkin finite element methods for poroelasticity.
The continuous in time case , Comput. The discrete-in-time case , Comput. Wheeler , A coupling of mixed and discontinuous Galerkin finite-element methods for poroelasticity , Comput. Rajapakse, Stress analysis of borehole in poroelastic medium , Journal of Engineering Mechanics, 6 , Roose, P. Netti, L. Munn, Y. Boucher, and R. Jain, Solid stress generated by spheroid growth estimated using a linear poroelastic model , Microvascular Research, , Rutqvist and C.
Tsang, Analysis of thermal-hydrologic-mechanical behavior near an emplacement drift at Yucca mountain , Journal of Contaminant Hydrology, , Settari and D. Showalter , Diffusion in poro-elastic media , J. Fluid Mech. J Biomech Eng. Swan, R. Lakes, R. Brand, and K.
Stewart, Micromechanically based poroelastic modeling of fluid flow in haversian bone , Journal of Biomechanical Engineering, 1 , Feb. Terzaghi, Principle of soil mechanics , Eng. News Record, A Series of Articles, Waldman, Michael Lee, Boundary conditions during biaxial testing of planar connective tissues. Part 1: Dynamic Behavior , J. Wang and M. Dusseault, A coupled conductive-convective thermo-poroelastic solution and implications for wellbore stability , Journal of Petroleum Science and Engineering, 38 , MR References  W.
Sean McElwain, A mixture theory for the genesis of residual stresses in growing tissues. Banks, Kidist Bekele-Maxwell, Lorena Bociu, and Chuyue Wang, Sensitivity via the complex-step method for delay differential equations with non-smooth initial data , Quart. Banks, S. Dediu, and S. Characterization of fluctuations in granular hopper flow. Strain Localization and Fabric Evolution in Sand. Unique critical state characteristics in granular media considering fabric anisotropy. The Signature of shear-induced anisotropy in granular media.
PDF Liu, F. Limit analysis of slope stability by rigid finite element method and linear programming considering rotational failure. Kong, Y. A failure criterion for cross-anisotropic soils considering microstructure. Evaluation on failure of fiber-reinforced sand.
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Numerical modeling of fluid-particle interaction in granular media. Theoretical and Applied Mechanics Letters. Invited paper for special issue on "Computational Mechanics of Granular Materials" doi: International Journal of Mechanical Sciences. PDF Mollon, G. Generating realistic 3D sand particles using Fourier descriptors. Fourier-Voronoi-based generation of realistic samples for discrete modeling of granular materials.
PDF Yao, Y. An anisotropic failure criterion for geomaterials. Rock and Soil Mechanics. Estimation of soil suction from the soil-water characteristic curve, Canadian Geotechnical Journal. A generalized anisotropic failure criterion for geomaterials. Unloading and reverse yielding of a finite cavity in a bounded cohesive-frictional medium.
PDF Pedroso, D. The concept of reference curves for constitutive modelling in soil mechanics. Bounds for shakedown of cohesive-frictional materials under moving surface loads. Thermomechanical formulations of strain gradient plasticity for geomaterials. Journal of Mechanics of Materials and Structures.
Strain gradient plasticity by internal-variable approach with normality structure. International Journal of Solids and Structures 43 Shear banding analysis of geomaterials by strain gradient enhanced damage model. International Journal of Solids and Structures, 42 20 Multi-potential discontinuous bifurcation model for localization of jointed rocks. Chinese Journal of Theoretical and Applied Mechanics, 3: Multi-potential based discontinuous bifurcation model for jointed rock masses and its application.
PDF Liu, Y. Discontinuous bifurcation model of damage localization for jointed rocks and its application. Chinese Journal of Theoretical and Applied Mechanics. A damage localization bifurcation model for rock-concrete-like materials and its application, Chinese Journal of Geotechnical Engineering, 25 1 : Multi-potential discontinuous bifurcation model for jointed rock masses and its application, Chinese Journal of Rock Mechanics and Engineering. H, Yang, R. Geomechanics model test and study on the monolithic stability of high arch dam, Water Resources Planning and Design.
Simulation of localization failure by strain-gradient-enhanced damage mechanics. A fracture-damage model of jointed rockmass and its application to the numerical parameters predicting of the dam bedrock of the Three Gorges Project. Chinese Journal of Rock Mechanics and Engineering, 21 2 : Strain gradient-enhanced damage model for rock material and its application.
Chinese Journal of Hydraulic Engineering, 7: Seepage field changes of ship-lock slope of TGP under raining and percolation. On a strain gradient-enhanced damage model and its application to the localization analysis. Acta Mechanica Sinica, 34 3 : On the stability of high arch dam: its evaluation and criteria. Concrete Dam Technology, 3: A forward numerical model on microseismicity induced by hydraulic fracturing.
Multiple fracture network seepage model for fractured media. Chinese Journal of Rock Mechanics and Engineering. Multiple approaches to the analysis of monolithic stability of Ertan arch dam. Water Resources Planning and Design. Springer Series in Geomechanics and Geoengineering. Springer Heidelberg, Berlin, Germany. Book DOI: Book Chapters Zhao J. In Wu, W. Simulation of one-dimensional compression of sand considering irregular grain shapes and grain breakage.
Wu, W. Hierarchical multiscale modeling of strain localization in granular materials: A condensed overview and perspective. In: E. Papamichos et al. Borehole instabilities in granular rocks revisited: A multiscale perspective. Bridging micro and macro in granular media: A computational multiscale paradigm. Soga, K. Kumar, G. Biscontin and M. Kuo Eds. The influence of particle shape for granular media: A Fourier-shape-descriptor-based micromechanical study.
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Constitutive modeling of fabric anisotropy in sand. A multiscale investigation of strain localization in cohesionless sand. In: Chau K. Bifurcation and Degradation of Geomaterials in the New Millennium. Fabric Evolution and its affects on strain localization in sand.
Modelling non-coaxiality and strain localisation in sand the role of fabric and its evolution. Oka, A. Murakami, R. Uzuoka and S. Kimoto Eds. Computer Methods and Recent Advances in Geomechanics. Unique quantification of critical state in granular media considering fabric anisotropy. In Yang Q. Springer-Verlag, Berlin, Heidelberg. Discrete modeling of fluid-particle interaction in soils. Modeling the dilatancy of overconsolidated clay.
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PDF Guo, N. Jiang, F. Liu and M. Bolton Eds. Geomechanics and Geotechnics: From Micro to Macro. Signature of Anisotropy in liquefiable sand under undrained shear. In Bonelli S. Advances in Bifurcation and Degradation in Geomaterials. Springer Series in Geomechanics and Geoengineering, Springer, pp Pietruszczak and G.
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Pande Eds. Pages: Rome, Italy, August Das A. DOI: Limassol, Cyprus, May Zhao J. Limassol, Cyprus, May Li X. Wuhan, China, October Zhu F. Mollon G. Powders and Grain , Montpellier, France, July PDF Zhao J. Zhao J. Kong Y. Liang W. Sand grain crushing under multi-axial loading conditions. Multiscale hydro-mechanical modeling of saturated granular media. DEM 7. The evolving nature of compaction bands in highly porous sandstone: a multiscale view. A Peridynamic approach for numerical modeling of sand grain crushing.
Alternative pathway to granular plasticity via computational multiscale modeling. Plasticity Multiscale modeling of compaction band in highly porous sandstone. A multiscale study of initial anisotropy and strain localization in granular soils. Guo N. Hierarchical multiscale modeling of fluid-saturated soils. Multiscale modeling of initial anisotropy, fabric evolution and strain localization in granular media. Cyclic loading and fabric evolution in sand: a constitutive investigation.
Shape matters: quantifying the influence of particle shape on the shape response of granular sand.
Multiscale modeling of compaction band in porous sandstone. Multiscale modeling of failure in saturated sand. Capturing the interplay among inherent anisotropy, non-coaxiality and strain localization in granular media. A multiscale insight into strain localization in sand. EMI Multiscale modeling of strain localization in granular media. A hierarchical multiscale approach for granular media.
PDF Mollon G. Building realistic samples for accurate discrete modeling of granular materials. Advances in realistic generation of grain shapes.
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PDF Liu Z. Influence of non-regular particle shape on the behavior of granular assembly under shear. A coupled analysis of fluid-particle interaction in granular soils. In Wang G. In Mustoe, G.