Compressional behavior of clayey sand and transition fines content

By M. M. Monkul, Gürkan Özden. 2007

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Determination of the transitional fines content of sand-non plastic fines mixtures (2015, background): “(2000), Monkul and Ozden (2007) and Cabalar (2010; 2011), have stated that when the intergranular void ratio, es, of the sand-fines mixture is greater than the maximum global void ratio of clean sand, the sand particles are not in contact on average, and the behaviour of the mixture is no longer con”
A homogenization equation for the small strain stiffness of gap-graded granular materials (2020, background): “The gap-graded material has a matrix-sustained structure until the coarse fraction approaches the minimum packing density of the aggregates [37]: ̂ = + φ e 1 1 a a max (14a)”