Material Model Studies for Rocks and Soils. Part I. Shock Conditioned Behavior Model for Granite. Part II. General Constitutive Relations for Rocks and Soils, and Part III. Fracture Model for Rocks.
SHOCK HYDRODYNAMICS INC SHERMAN OAKS CALIF
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Results are described for three tasks in a continuing analytical study of rocks and soils Shock conditioning - post-shot measurements show gradual degradation of rock media physical properties as the range from underground nuclear events decreases. General model for rocks and soils Failure model for rocks - triaxial extension and compression failure data for granite and limestone cannot be fit by one curve in maximum shear stress vs pressure plots. Author
- Geology, Geochemistry and Mineralogy