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Life Cycles of Granular Materials
D. Muir Wood
Philosophical Transactions: Mathematical, Physical and Engineering Sciences
Vol. 356, No. 1747, Mechanics of Granular Materials in Engineering and Earth Sciences (Nov. 15, 1998), pp. 2453-2470
Published by: Royal Society
Stable URL: http://www.jstor.org/stable/55089
Page Count: 18
You can always find the topics here!Topics: Granular materials, Deformation, Sedimentary soils, Sand, Stiffness, Soil mechanics, Shear stress, Particle interactions, Soil liquefaction, Sediments
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Granular materials occur in many geological and engineering situations. They can pass through distinct stages of existence separated by transitions of density, deformation rate and behaviour during which structure is alternately created or destroyed. Behaviour during one stage is dependent on the outcome of the previous stage. Much geotechnical design is concerned with small deformations of materials which have been deposited by ice, water, air or human action and subjected to a history of tectonic and geomorphological forces. The till which has been continuously reworked by glacial action, or the sediment transported by water or air, becomes a firm foundation material but with an anisotropy of stiffness linked to the process of formation. However, earthquake loading can cause the same soils to liquefy and flow and some civil engineering applications involve large relative movements of soils and structural elements. As they are poured into a hopper, granular materials develop a structure which influences the development of stress on the walls of the hopper and the patterns of flow and loading during emptying. A generic life cycle for granular materials is presented and its application to a number of different types of material is discussed. Some phenomena observed in the mechanical response of geotechnical granular materials are described.
Philosophical Transactions: Mathematical, Physical and Engineering Sciences © 1998 Royal Society