The behaviour of a natural sand in triaxial compression and direct simple shear was compared by means of dimensionless analysis of parameters controlling the evolution of stresses and strains: A criterion based on the equivalence between major principal strain in the two tests was considered to compare the results
Stress-Strain Behaviour of Sands in Triaxial and Simple Shear Tests
SIMONINI, PAOLO
1991
Abstract
The behaviour of a natural sand in triaxial compression and direct simple shear was compared by means of dimensionless analysis of parameters controlling the evolution of stresses and strains: A criterion based on the equivalence between major principal strain in the two tests was considered to compare the results
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