Abstract
Mechanical behavior such as stress-strain response, shear strength, resistance to liquefaction, modulus, and shear wave velocity of granular mixes containing coarse and fine grains is dependent on intergrain contact density of the soil. The global void ratio e is a poor index of contact density for such soils. The contact density depends on void ratio, fine grain content (C F), size disparity between particles, and gradation among other factors. A simple analysis of a two-sized particle system with large size disparity is used to develop an understanding of the effects of C F, e, and gradation of coarse and fine grained soils in the soil mix on intergrain contact density. An equivalent intergranular void ratio (e)c)eq is introduced as a useful intergrain contact density for soils at fines content of less than a threshold value C Fth. Beyond this value, an equivalent interfine void ratio (e f)eq is introduced as a primary intergrain contact density index. At higher values of C F beyond a limiting value of fine grains content C FL, an interfine void ratio e f is introduced as the primary contact density index. Relevant equivalent relative density indices (D rc)eq and (D rf)eq are also presented. Experimental data show that these new indices correlate well with steady state strength, liquefaction resistance, and shear wave velocities of sands, silty sands, sandy silts, and gravelly sand mixes.
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Supported by: National Science Foundation and USGS
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Thevanayagam, S. Intergrain contact density indices for granular mixes—I: Framework. Earthq. Engin. Engin. Vib. 6, 123–134 (2007). https://doi.org/10.1007/s11803-007-0705-7
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DOI: https://doi.org/10.1007/s11803-007-0705-7