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Nonlinear softening of unconsolidated granular earth materials
Author(s) -
Lieou Charles K. C.,
Daub Eric G.,
Guyer Robert A.,
Johnson Paul A.
Publication year - 2017
Publication title -
journal of geophysical research: solid earth
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.983
H-Index - 232
eISSN - 2169-9356
pISSN - 2169-9313
DOI - 10.1002/2017jb014498
Subject(s) - softening , granular material , nonlinear system , shear modulus , materials science , attenuation , mechanics , shear (geology) , particle displacement , fault gouge , elastic modulus , shear waves , displacement (psychology) , discrete element method , modulus , amplitude , geotechnical engineering , geology , composite material , fault (geology) , physics , optics , seismology , psychology , quantum mechanics , psychotherapist
Unconsolidated granular earth materials exhibit softening behavior due to external perturbations such as seismic waves, namely, the wave speed and elastic modulus decrease upon increasing the strain amplitude above dynamics strains of about 10 −6 under near‐surface conditions. In this letter, we describe a theoretical model for such behavior. The model is based on the idea that shear transformation zones—clusters of grains that are loose and susceptible to contact changes, particle displacement, and rearrangement—are responsible for plastic deformation and softening of the material. We apply the theory to experiments on simulated fault gouge composed of glass beads and demonstrate that the theory predicts nonlinear resonance shifts, reduction of the P wave modulus, and attenuation, in agreement with experiments. The theory thus offers insights on the nature of nonlinear elastic properties of a granular medium and potentially into phenomena such as triggering on earthquake faults.