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 resultsFile in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
