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Strength and stress-strain characteristics of Oakdale Coal under triaxial compression
Several fold increases in strength, Young's modulus and elastic strain at failure were found as confining pressure was increased to 5000 lb/in.; failure was represented by Coulomb's equation relating shear stress and normal stress, provided observed angles of fracture were not influenced by local edge stress concentrations.
Strength and stress-strain characteristics of Oakdale Coal under triaxial compression
Several fold increases in strength, Young's modulus and elastic strain at failure were found as confining pressure was increased to 5000 lb/in.; failure was represented by Coulomb's equation relating shear stress and normal stress, provided observed angles of fracture were not influenced by local edge stress concentrations.
Strength and stress-strain characteristics of Oakdale Coal under triaxial compression
Geol Mag
Hobbs, D.W. (author)
Geological Magazine ; 97
1960
14 pages
Plate
Article (Journal)
English
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