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• W2321253577 startingPage "103" @default.
• W2321253577 abstract "A new three-dimensional stress-strain model of sand is proposed by using the concept of multiple shear mechanisms which previously has been developed in a two-dimensional manner. The original model exhibited excellent capability for simulating the principal stress axis rotation. By extending this approach with a new dilatancy model, the present model makes it possible to describe a general stress state in three-dimensional space with the whole six degrees-of-freedom of stress taken into account. Modelling of sand behaviours under general drained and undrained conditions was achieved by applying a stress-dilatancy relation to all individual shear mechanisms. It was demonstrated that the model predicts well soil behaviour in rather complex three-dimensional shear loadings as well as in more fundamental two-dimensional ones." @default.
• W2321253577 created "2016-06-24" @default.
• W2321253577 creator A5029438530 @default.
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• W2321253577 date "2004-04-01" @default.
• W2321253577 modified "2023-10-10" @default.
• W2321253577 title "A Three-Dimensional Stress-Strain Model of Sand Undergoing Cyclic Rotation of Principal Stress Axes" @default.
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• W2321253577 doi "https://doi.org/10.3208/sandf.44.2_103" @default.
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