DAMAGE MODELING OF SATURATED ROCKS IN DRAINED AND UNDRAINED CONDITIONS
Abstract eng: We present a new macroscopic modeling of induced anisotropic damage in saturated brittle rocks. The formulation of model attempts to involve some relevant results from micro-mechanical analysis. All the model's parameters can be identified from experimental tests without change of pore pressure (or dry material). Material responses in drained and undrained conditions are investigated.
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
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