2004
DOI: 10.1029/2003jb002406
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Shear wave attenuation and dispersion in melt‐bearing olivine polycrystals: 1. Specimen fabrication and mechanical testing

Abstract: [1] Five melt-bearing polycrystalline olivine aggregates have been newly prepared by hot isostatic pressing and tested at high temperature and pressure with torsional forcedoscillation and microcreep methods. Cylindrical specimens, varying in average grain size from 7 to 52 mm, were annealed and then tested during slow staged cooling under 200 MPa pressure from maximum temperatures of 1240-1300°C where they contained basaltic melt fractions ranging from $0.0001 to 0.037. For temperatures !1000°C, pronounced de… Show more

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Cited by 137 publications
(234 citation statements)
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“…Gribb & Cooper 1998;Jackson et al 2004;Sundberg & Cooper 2010). According to these experiments, within the seismic frequency range, the mechanical loss L (inverse of the quality factor Q) varies with angular frequency u according to a power law: L ∝ u −a with 0.2 < a < 0.35.…”
Section: Introductionmentioning
confidence: 96%
“…Gribb & Cooper 1998;Jackson et al 2004;Sundberg & Cooper 2010). According to these experiments, within the seismic frequency range, the mechanical loss L (inverse of the quality factor Q) varies with angular frequency u according to a power law: L ∝ u −a with 0.2 < a < 0.35.…”
Section: Introductionmentioning
confidence: 96%
“…Anelastic attenuation varies exponentially with temperature and thus has a stronger sensitivity to temperature variations than elastic velocities [Karato and Spetzler, 1990;Jackson et al, 2002]. Studies indicate attenuation is also sensitive to the presence of volatiles and melt [Karato, 2003;Jackson et al, 2004]. An understanding of attenuation structure and anelasticity can provide additional insight into the dynamics and composition of the Earth.…”
Section: Introductionmentioning
confidence: 99%
“…In order to reflect the complexity of planetary materials, some researchers replace the single relaxation time t in the simple Burgers model with a suitably broad distribution D(t) of relaxation times to more accurately describe the response in both the time and frequency domains (Tan et al 2001;Jackson et al 2004). The components of the complex compliance of this "extended" Burgers model are given by: 7.16) where the parameter D is anelastic relaxation strength, which is a direct function of the concentration, mobility and geometry of the defect(s) accommodating the relaxation (Jackson et al 2002).…”
Section: Extended Burgers Modelmentioning
confidence: 99%