DENSIFICATION AND HYSTERESIS OF SAND UNDER CYCLIC SHEAR

The accumulation of inelastic strain due to the irreversible rearrangement of grain configurations associated with deviatoric strains is characterized by a nondecreasing material variable, termed the rearrangement measure: this variable, in turn forms the basis of an intrinsic time scale and other related variables termed the densification measure and distortion measure. The shear modulus is identified to be a function of the mean normal stress and the second invariant of the strain deviator. In contrast with empirical methods, the material behavior is described herein by a constitutive law that satisfies all invariance requirements of continuum mechancs; thus, this law should, in principle, be generally applicable, including the cases of nonsinusoidal loadings with varying amplitudes, general multiaxial stress states, and nonproportional stress component histories. In addition, the law automatically exhibits hysteretic damping and is fully continuous, i.e., it contains no inequalities, such as those used in plasticity to distinguish unloading. /Author/

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  • Accession Number: 00157159
  • Record Type: Publication
  • Report/Paper Numbers: ASCE 12908
  • Files: TRIS
  • Created Date: Nov 9 1977 12:00AM