Formulation of a unified constitutive mo
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Pestana, Juan M.; Whittle, Andrew J.
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Article
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1999
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John Wiley and Sons
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English
β 319 KB
π 2 views
This paper presents a new generalized e!ective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, e!ective stress}strain}strength behaviour of uncemented soils over a wide range of con"ning pressures and densities. Freshly deposited sand specimens compressed fr