MULTI-SCALE NON LOCAL APPROACH FOR GEOMATERIALS
Abstract eng: Shear band experiences localized large shear strain. At large strain, the strain rate at the shear band is much higher than that outside the shear band. This unique phenomenon brings out some uncommon micro-mechanical behavior of the material. Those are rate dependency, rotation of grains, grain interaction, and soil grains-pore fluid interaction. This study presents the coupled micro-mechanical behavior of soils considering above factors of the geo-materials.
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 ::
