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Further studies of dynamic and biaxial loading of rock

Technical Report ·
OSTI ID:6006224
; ;
Results are presented from a number of tests to determine the influence of rate of loading, as characterized by the strain rate, on the stress-strain and strength properties of Solenhofen Limestone and Westerly granite in triaxial compression tests, and the influence of biaxial compressive loading with various stress paths on the properties of low porosity granite and a high porosity tuff. All 3 principal stress and principal strains were measured in all of the tests.
Research Organization:
Utah Univ., Salt Lake City (USA). Dept. of Mechanical Engineering
OSTI ID:
6006224
Report Number(s):
UTEC-ME-72-015DNA-28871
Country of Publication:
United States
Language:
English

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Related Subjects

02 PETROLEUM
020300 -- Petroleum-- Drilling & Production
58 GEOSCIENCES
580300* -- Mineralogy
Petrology
& Rock Mechanics-- (-1989)
CARBONATE ROCKS
COMMINUTION
COMPRESSION
DEFORMATION
FRACTURING
GRANITES
IGNEOUS ROCKS
LIMESTONE
MECHANICS
PLUTONIC ROCKS
POROSITY
ROCK MECHANICS
ROCKS
SEDIMENTARY ROCKS
SOIL MECHANICS
STRAINS
STRESSES
TESTING
TUFF