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Sand density.
Using water flow and sand density data as parameters, regional soil erosion load was simulated.
Apparent sand density ρ b was measured at laboratory with the average of values obtained from five tests.
Hanna and Ghaly [3] examined the shape of the group (square, triangular, rectangular), spacing, depth, sand density and angle of shearing resistance.
As the concentration of solidification solution increased, the CaCO3 content increased, sand density increased, permeability was reduced and the unconfined compressive strength increased.
This method only considers the effects of excavation geometry, excavation depth, cover-to-tunnel diameter ratio and sand density on tunnel response to basement excavation.
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Two small-scale model piles were tested in two different sand densities.
For the tunnel crown located 0.5 1.5 D (i.e., diameter) below the formation level of the basement, calculation charts of excavation geometry versus tunnel heave and tensile strain at two relative sand densities (i.e., 68% and 90%) are developed for estimating tunnel responses due to basement excavation.
Crossed variables were total sand fly density, L. longipalpis density, L. whitmani density, infected dogs density, hydrography, and vegetation.
This relation was considered unique in the original work, for reasons of simplicity, thus neglecting sand fabric evolution effects that may differentiate it for various sands, densities and loading conditions.
However, the dependence of passive current density on sand concentration became more significant with a decrease in borate concentration.
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