Dynamic properties of sandy and gravelly soils

By F. Menq. 2003

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Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression (2016, methodology): “This is also consistent with the work of Menq [18] and Senetakis et al.”
Small-Strain Shear Modulus and Damping Ratio of Sand-Rubber and Gravel-Rubber Mixtures (2012, background): “Similar time period is also reported by Menq (2003) on his extensive experimental study on the dynamic properties of granular soils.”
Dynamic properties of dry sand/rubber (SRM) and gravel/rubber (GRM) mixtures in a wide range of shearing strain amplitudes (2012, methodology): “In accordance to Menq [45] the G/GO–log g–DT curves of granular soils become more linear with increasing confining pressure and decreasing coefficient of uniformity.”