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Some relations between stress and strain in coarse-grained cohesionless materials
Fine and coarse pebbles, and fine and coarse macadam tested in loose and in dense state; compressometer and direct shear apparatus employed; stress conditions in direct shear test analyzed; Poisson's ratio during first load increase was found to be fairly constant; modulus of elasticity and of rigidity, angle of internal friction, and volume strain during shearing were found to vary considerably.
Some relations between stress and strain in coarse-grained cohesionless materials
Fine and coarse pebbles, and fine and coarse macadam tested in loose and in dense state; compressometer and direct shear apparatus employed; stress conditions in direct shear test analyzed; Poisson's ratio during first load increase was found to be fairly constant; modulus of elasticity and of rigidity, angle of internal friction, and volume strain during shearing were found to vary considerably.
Some relations between stress and strain in coarse-grained cohesionless materials
Roy Swedish Geotechnical Inst -- Proc
Kjellman, W. (author) / Jacobson, B. (author)
1955
42 pages
Article (Journal)
English
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