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- W640655947 abstract "Mixtures of shredded tire material with silt and clay, containing 0% to 100% shreds by weight, were tested for a series of engineering properties including compaction characteristics, permeability, unconfined compressive strength, compression index, friction angle, and cohesion. In addition, the leachate from shredded tire material, soil-tire mixtures, and a test embankment containing 30% shredded tire and 70% clay, was analyzed for chemical composition. The results show that density and unconfined compressive strength decrease, and permeability increases, with increasing shredded tire content for both soil types and all three tire sizes (1/4-1/2, -1, 1-1.5) used in the study. The addition of '-1/2' size shredded tire improves the friction angle for both silt and clay but also increases their compression index values. The results of leachate analyses show that concentrations of trace elements from soil-tire mixtures are less than the maximum allowed contaminant levels specified in U.S, Environmental Protection Agency's regulations. Based on these results, soil-tire mixtures can be used as a light weight fill material as well as in situations where improvement in drainage characteristics is required." @default.
- W640655947 created "2016-06-24" @default.
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- W640655947 date "1997-01-01" @default.
- W640655947 modified "2023-09-27" @default.
- W640655947 title "PHYSICAL AND CHEMICAL EVALUATION OF SOIL-TIRE MIXTURES FOR HIGHWAY APPLICATIONS" @default.
- W640655947 hasPublicationYear "1997" @default.
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