TECHNICAL PAPERS
Dec 1, 2000

Formula to Get Desired Soil Density

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 12

Abstract

Changing the soil characteristics is a main concern to all civil engineers. Highway and foundation engineers are particularly more concerned with the subject. There are several methods to improve the soil characteristics. One of these methods is to add fine material, which fills the voids between the grains of the soil, helping to make the soil denser, thus gaining high resistance to penetration. This study uses statistical parameters of the soil grains distribution to predict the soil maximum dry density, then uses the fine biasness coefficient to predict the new density of the soil after mixing any amount of fine particles with the original soil. A mathematical formula is developed to make such a prediction. Lab testing results were compared with the results of the prediction. They were found to be in total agreement, and the margin of error was found to be quite low.

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References

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ASCE Committee on Placement and Improvement of Soils. (1978). “Future advances in soil placement and improvement.”J. Geotech. Engrg. Div., ASCE, 104(1), 1), 1–10.
2.
Bopp, P. A., and Lade, P. V. (1997). “Effects of initial density on soil instability at high pressures.”J. Geotech. and Geoenvir. Engrg., ASCE, 123(7), 671–677.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126Issue 12December 2000
Pages: 1145 - 1150

History

Received: Jul 12, 1999
Published online: Dec 1, 2000
Published in print: Dec 2000

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Rusk Masih
Assoc. Prof., CEE Dept., Univ. of Connecticut, Groton, CT 06340. E-mail: [email protected]

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