TECHNICAL NOTES
Dec 1, 1997

Frost Susceptibility of Crushed Glass Used as Construction Aggregate

Publication: Journal of Cold Regions Engineering
Volume 11, Issue 4

Abstract

The frost susceptibility for 100% glass cullet specimens and 30% by weight glass cullet-aggregate specimens was determined using ASTM D 5918. The cullet has negligible to very low frost susceptibility, and it did not increase the frost susceptibility of the aggregate. Based on a comparison of grain size distributions of the cullet and aggregates with the work of others, we conclude that the material tested represents typical cullet for which other engineering properties have been determined; therefore, this information can be added to the current body of knowledge about the engineering properties of glass cullet.

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References

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Berg, R., and Johnson, T. (1983). “Revised procedure for pavement design under seasonal frost conditions.”Spec. Rep. 83-27, U.S. Army Corps of Engineers CRREL, Hanover, N.H.
2.
Chamberlain, E. (1981). “Frost susceptibility of soils: Review of index tests.”Cold Regions Sci. and Engrg. Monographs 81-2, U.S. Army Corps of Engineers Cold Regions Research and Engineering Laboratory, Hanover, N.H.
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Information & Authors

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 11Issue 4December 1997
Pages: 326 - 333

History

Published online: Dec 1, 1997
Published in print: Dec 1997

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Authors

Affiliations

Karen S. Henry, Associate Member, ASCE,
Res. Civ. Engr., U.S. Army Cold Regions Res. and Engrg. Lab., Hanover, NH 03755-1290.
Susan Hunnewell Morin
Civ. Engr., Tata and Howard, 1900 West Park Drive, Westborough, MA 01581.

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