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Relation between the dry density of fine sand in the loosest and densest possible states

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Hydrotechnical Construction Aims and scope

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In the case of hydraulic filling of fine sand the dry density in the loosest γ and densest γd possible state is determined depending on its percentage content of particles larger than 0.25 mm or content of fractions 0.10–0.50 mm from the graphs in Figs. 3 and 4, and if the value of one of them is known from the graph in Fig. 2 or Fig. 5. Using the graph in Fig. 5, we can find γ and D for known γd and γD or find γ and γD for known γd and D.

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Literature cited

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 3, pp. 33–35, March, 1978.

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Volnin, B.A., Tyong, N.H. Relation between the dry density of fine sand in the loosest and densest possible states. Hydrotechnical Construction 12, 269–272 (1978). https://doi.org/10.1007/BF02305569

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  • DOI: https://doi.org/10.1007/BF02305569

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