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

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https://doi.org/10.1007/978-1-137-51237-6es (solids and voids which may be made up of air or air and water). The macroscopic properties of these materials are obviously related to the basic structure and properties of the constituents and their interactions (grains and voids). It therefore seems of great interest to derive the overall beha

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,Habit # 6—Embrace but Control Change,s in the dynamic case. In the static case (i.e. no relative velocity between grains and pore fluid), the important item is the so-called principle of effective stress. In the dynamic case the interaction is mainly expressed by .’s law and the so-called inertia coupling. We shall see that the pertine

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Behaviour of Granular Materials978-3-7091-2526-7Series ISSN 0254-1971 Series E-ISSN 2309-3706

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https://doi.org/10.1007/978-3-7091-2526-7Bauwesen; Civil Engineering; Materials Science; Werkstofftechnik; chemical engineering; civil engineering

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Experimental Behaviour of Granular Materials,. The shape, the size, the constituents of the grains can be very diverse, as can also be the mechanical loading to which they are submitted. We can for example study the stability of rockfill dams or the compaction of submicronic powders at very high stresses. These materials, in principle differen