Edizione | [1st ed. 2018.] |
Pubbl/distr/stampa |
Cham : , : Springer International Publishing : , : Imprint : Birkhäuser, , 2018
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Descrizione fisica |
1 online resource (418 pages)
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Disciplina |
624.15136015118
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Collana |
Trends in Mathematics
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Soggetto topico |
Mathematical physics
Mathematical models
Mechanics
Mechanics, Applied
Mathematical Applications in the Physical Sciences
Mathematical Modeling and Industrial Mathematics
Classical Mechanics
Theoretical and Applied Mechanics
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ISBN |
3-319-99474-3
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Formato |
Materiale a stampa ![](img/format/mas.png) |
Livello bibliografico |
Monografia |
Lingua di pubblicazione |
eng
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Nota di contenuto |
Stiffness of destructured weak carbonate rock -- A nonlinear hyperelastic anisotropic model for soils -- Mapping grain strains in sand under load using neutron diffraction scanning -- Dual porosity-single permeability poromechanics response of an inclined wellbore with no-flow outer bound-ary -- Numerical scattering experiments on assemblies of fine-grained particles -- Granular jamming as controllable stiffness mechanism for medical devices -- Adhesion failures in granular mixtures -- Evolution of granular contact gain, loss and movement under shear studied using synchrotron X-ray micro-tomography -- Microstructural changes underlying the macro-response of a stiff clay -- Micromechanical insights of strain rate effect on crushable granular materials -- Compressibility and swelling of an overconsolidated highly plastic Paleogene clay -- DEM analysis of jacked open-ended pile -- A microscale-inspired chemo-mechanical model for articially and naturally bonded soils -- Geochemical control of laponite dispersions for pore fluid engineering of granular soils -- Adsorption and diusion of pollutants in unsaturated soils -- Modelling water flow and ion transport in clay soils: the case of KCl wells in the head of an earthflow -- Micromechanics of granular media characterised using X-ray tomography and 3DXRD -- Aging effects on liquefaction resistance and shear wave velocity in reconstituted sand -- Coupled fluid-particle modeling of submerged granular collapse -- The paradox of the aspect ratio and its effect on bulk stress of a granular assembly -- The coefficient of lateral earth pressure K0 subjected to freezing and thawing for granular soils -- Photoelastic observation of loading and crushing of a single grain -- Effect of rubber inclusion on the friction angle at critical state for different host sands -- Does G0 of granular materials carry information on their particle characteristics? -- Heterogeneity and variability of clay rock microstructure in a hydro-mechanical double scale FEMFEM analysis -- Strains inside shear bands observed in tests on model retaining wall in active state -- Storage and loss moduli in an ideal aggregate of elastic disks, water saturated -- Particle shape distribution eects on the triaxial response of sands: a DEM study -- A conceptual framework for particle crushing: from the strength of the particle to the evolution of the granular distribution -- The effects of strain localization on the determination of Critical State seen with experimental and numerical models -- An experimental study on the tangential contact behavior of soil interfaces -- Experiments show a second length scale in weakly cohered granular materials -- Influence of elasto-plastic, cohesive contacts on the bulk stiffness of dense polydisperse packings -- A study of greeneld tunnelling in sands using FEM, DEM, and centrifuge modelling -- Discrete element modeling of crushable tube-shaped particles -- Theoretical modelling of the state-dependent behaviour of granular soils based on fractional derivatives -- Modelling wave propagation in dry granular materials -- An investigation of the fracture surface from 3D fragment reassembly -- Effects of dilation and contraction on immersed granular column collapse -- Effects of particle 3D shape on packing density, critical state, static instability and liquefaction of sands using a proposed relative state parameter -- Particle migration and clogging in radial flow - a microfluidics study.
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Record Nr. | UNINA-9910315359903321 |