TECHNICAL NOTES
Jan 1, 1996
Grain-Size Distribution for Smallest Possible Void Ratio
Author: B. ÅbergAuthor Affiliations
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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Copyright © 1996 American Society of Civil Engineers.
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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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.