TECHNICAL NOTES
Jan 1, 1996

Grain-Size Distribution for Smallest Possible Void Ratio

Publication: Journal of Geotechnical Engineering
Volume 122, Issue 1

Abstract

In an earlier paper, the writer derived theoretical equations for void ratio as a function of grain-size distribution. Here, the equations are used to find the grain-size distributions that give the smallest possible void ratio for highly densified, cohesionless soils and similar materials that have different ratios, x100 /x0, for their largest and smallest grain sizes. Both numerical and analytical methods are used. Depending on the value of x100 /x0, materials that consist of two or three grain-size fractions with grading gaps between them have the smallest void ratios. Within the fine and coarse fractions, the grain sizes need to be as uniform as possible. The required grading of the medium fraction depends on the characteristics of the fine and coarse fractions.

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References

1.
Åberg, B.(1992). “Void ratio of noncohesive soils and similar materials.”J. Geotech. Engrg., ASCE, 118(9), 1315–1334.
2.
Åberg, B.(1993). “Washout of grains from filtered sand and gravel materials.”J. Geotech. Engrg., ASCE, 119(1), 36–53.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 122Issue 1January 1996
Pages: 74 - 77

History

Published online: Jan 1, 1996
Published in print: Jan 1996

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B. Åberg
Consulting Engr., Byggvägen 6, S-762 61 Rimbo, Sweden.

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