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- W2032198110 abstract "Abstract The influence of a non-cohesive fines content on small-strain shear modulus G max , small-strain constrained elastic modulus M max , shear modulus degradation G ( γ ) / G max , damping ratio D ( γ ) and threshold shear strain amplitudes γtl and γtv has been studied in approx. 130 resonant column (RC) tests with additional P-wave measurements by means of piezoelectric elements. Specially mixed continuous grain size distribution curves of a quartz sand with varying fines contents ( 0 ≤ FC ≤ 20 % , defined as the mass percentage of grains with size d 0.063 mm according to DIN standard code) and uniformity coefficients ( 1.5 ≤ C u ≤ 50 ) have been tested at different relative densities and pressures. A significant decrease of G max and M max with increasing fines content was observed, while the modulus degradation curves G ( γ ) / G max were found rather independent of FC. A pressure-dependent decrease of the damping ratio and a slight increase of the threshold shear strain amplitudes γtl and γtv with fines content were measured. Extensions of several empirical equations for G max , M max , G ( γ ) / G max and D ( γ ) considering the influence of the fines content are proposed in the paper." @default.
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- W2032198110 date "2015-02-01" @default.
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- W2032198110 title "On the influence of a non-cohesive fines content on small strain stiffness, modulus degradation and damping of quartz sand" @default.
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- W2032198110 doi "https://doi.org/10.1016/j.soildyn.2014.10.017" @default.
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