Glacial tills and residual soils are two examples of heterogeneous soils or melanges, containing particles of widely disparate size. A constitutive model to describe their mechanical behaviour on the basis of a two-component mixture scheme is proposed. Results of compression tests, performed under triaxial and one-dimensional conditions on artificial melanges of gravel and kaolin in various proportions, are then used to verify the effectiveness of the model
On Modelling the Behaviour of Melanges
COLA, SIMONETTA
2002
Abstract
Glacial tills and residual soils are two examples of heterogeneous soils or melanges, containing particles of widely disparate size. A constitutive model to describe their mechanical behaviour on the basis of a two-component mixture scheme is proposed. Results of compression tests, performed under triaxial and one-dimensional conditions on artificial melanges of gravel and kaolin in various proportions, are then used to verify the effectiveness of the modelFile in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
