A SAND MODEL BASED ON GENERALIZED PLASTICITY
Abstract eng: The behavior of sand and performance of earth structures are strongly affected by the confining stress. Many existing models for sand are not capable of describing the behavior ranging from very low to very high confining stresses. In this study, a generalized plasticity model is extended to capture the dilatancy and strength properties of sand under a wide range of stress levels. The model is validated with the experimental results of several different types of sand under drained conditions.
Contributors:
Publisher:
Columbia University in the City of New York
Conference Title:
Conference Title:
15th ASCE Engineering Mechanics Division Conference
Conference Venue:
New York (US)
Conference Dates:
2002-06-02 / 2002-06-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-19, last modified 2014-11-19
guest ::
