Titlebook: Behaviour of Granular Materials; Bernard Cambou Conference proceedings 1998 Springer-Verlag Wien 1998 Bauwesen.Civil Engineering.Materials

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Introduction to Computational Granular Mechanics,ancy theory. Dantu [55] and Schneebli [180] idealized real soils as assemblies of rigid rods, and noticed some striking similarities between the mechanical responses of these mechanical analogs and real soils. Duffy and Mindlin [70], Deresiewicz [59, 60], and Thurston and Deresiewicz [204] examined

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Elastoplastic and Viscoplastic Constitutive Models for Granular Materials,ity theory. When viscous effects are neglected this theory results in constitutive equations between stress and strain increments (or rates) with instanteneous stiffness or compliance matrices being dependent on actual stress or strain states and the previous deformation history. It is also importan

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Strain Localization in Granular Materials,ith the title, “Welche Umstände bedingen die Elastizitätsgrenze and den Bruch eines Materials?”. Mohr’s question cannot be answered without resorting to experiments carefully and systematically run. Experiments, however do not give definite answers, since they are always subject to theoretical inter

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