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- W2064992094 abstract "The energy input during shear deformation of sand is expended by three components: resistance against particle-to-particle frictional deformation, volumetric or nonrecoverable plastic deformation, and elastic deformation of the soil grains. These three components are identified for the shearing deformation of sand in triaxial compression using the energy balance principle. A new experimental technique to measure the elastic energy of sands is proposed. Shear resistance against particle-to-particle frictional deformation is then determined after applying corrections to the measured shear strength for plastic volumetric and elastic deformations. The shear resistance against particle-to-particle frictional deformation is shown to be the critical state strength of sand." @default.
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- W2064992094 date "2004-01-01" @default.
- W2064992094 modified "2023-09-25" @default.
- W2064992094 title "Measurement of Energy and Strength of Sand at Critical State" @default.
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- W2064992094 doi "https://doi.org/10.1520/gtj11388" @default.
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