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It was argued the effect of fines content on the increase in the CRR in this kind of soil material.
Besides, other uncertainty factors such as the effect of fines content, magnitude scaling factor and different simplified methods will be also addressed.
The dimensionless entrainment threshold is one order of magnitude higher than commonly reported for gravel-bed rivers, likely reflecting the cohesion effect of fines intruded in the channel surface and subsurface.
The effect of fines content was studied using two particle size distributions with Sauter mean diameters of 48 and 84 μm, corresponding to 20% and 3% fines content, respectively.
The objective of this study was to evaluate the effect of fines on the mechanical properties of composite soil stabilizer-stabilized gravel soil (CSSSGS) compared with cement-stabilized gravel soil (CSGS) in laboratory performance tests.
In order to study the effect of fines content on gas streaming, two particle size distributions with Sauter mean diameters of 48 and 84 μm were tested for each bed depth and gas velocity.
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This study analyzes the size effect of fine aggregates on the viscosity of the mortar.
Open image in new window Fig. 6 Effect of fine aggregate content on flow.
Open image in new window Fig. 5 Effect of fine aggregate content on temperature.
Open image in new window Fig. 7 Effect of fine aggregate content on hardened density.
Furthermore, test results showed the beneficial effect of fine particles on strength development of PC.
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