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.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
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.
3.
Dames & Moore. (1993a). “Glass feedstock evaluation project: Equipment evaluation.”Prepared for the Clean Washington Center, Seattle, Wash.
4.
Dames & Moore. (1993b). “Glass feedstock evaluation project: Engineering suitability evaluation.”Prepared for the Clean Washington Center, Seattle, Wash.
5.
Frost Heave and Thaw Weakening Susceptibility of Soils; D5918-96 (1991). ASTM, West Conshohocken, Pa.
6.
Henry, K. S., and Hunnewell, S. T. (1993). “The determination of frost susceptibility of recycled crushed glass-aggregate mixtures.” report to the New Hampshire Department of Transportation in fulfillment of the Cooperative Research and Development Agreement dated 12 August, 1992.
7.
Resistance to abrasion of small size coarse aggregate by use of the Los Angeles machine; C 131. (1989). ASTM, West Conshohocken, Pa.
8.
Senior, S. A., Szoke, S. I., and Rogers C. A. (1994). “Ontario's experience with reclaimed materials for use as aggregates.”Proc., Transp. Assn. of Canada Conf., Transp. Assn. of Canada, Calgary, Alberta, 6, A31–A55.
9.
Shin, C. J., and Sonntag, V.(1994). “Using recovered glass as construction aggregate feedstock.”Trans. Res. Record, 1437, 8–18.
10.
Standard Test Method for Particle-Size Analysis of Soils; D422. (1990). ASTM, West Conshohocken, Pa.
11.
Standard Test Method for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table; D 4253-91. (1991). ASTM, West Conshohocken, Pa.
12.
“State specification for the use of cullet as construction aggregate.” (1996). Best Practices in Glass Recycling, Clean Washington Center, Seattle, Wash.
13.
Test Method for Laboratory Compaction Characteristic of Soil Using Standard Effort; D 698-91. (1991). ASTM, West Conshohocken, Pa.
14.
Test Method for Laboratory Compaction Characteristic of Soil Using Modified Effort; D 1557-91. (1991). ASTM, West Conshohocken, Pa.
Information & Authors
Information
Published In
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Dec 1, 1997
Published in print: Dec 1997
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.