State-dependent dilatancy of sand based on hollow cylinder laboratory tests under shear strain cycles
State-dependent dilatancy of sand based on hollow cylinder laboratory tests under shear strain cycles
The present study is devoted to the investigation of the dilatancy behaviour of a fine sand based on hollow cylinder tests. Medium and dense samples were tested at a constant average stress by applying torsional angles for shear strains ???? = 1, 2, 3 and 4%. Dilatancy curves along with shear wave velocity measurements to investigate the influence of the shear strain amplitude in the shear modulus degradation curve are presented and discussed. The measured stress and strain paths were used to compare the performance of four advanced constitutive models especially in describing the dilatancy behaviour of sand. From the perspective of their constitutive equations, the differences between the simulations with various material models are examined. It may be concluded that all four models allow a proper prediction of torsional shear tests as long as a proper calibration of the material parameters is secured.
Lukas Knittel; Merita Tafili
8th International Symposium on Deformation Characteristics of Geomaterials (ISDCG2023)
II.1) Constitutive modelling of geomaterials
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