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U.S. Department of Energy
Office of Scientific and Technical Information

Deformability of shredded tires. Final report, 1996--1998

Technical Report ·
OSTI ID:698677
This report describes tree separate studies that examine the deformability of shredded tire fill material: The first study determined the response of shredded tires to cyclic loading. These tests were conducted in a load frame on both constrained and unconstrained samples and showed that the material became stiffer with increasing load; The second study focused on the long-term creep settlements of constrained and unconstrained samples. The results indicate that creep exists for a period of up to two years after loading; The third study investigated the possible anisotropic properties in the material. A larger modulus of elasticity was found in directions parallel to the layers than in the direction perpendicular to the layers. However, settlements computed using a representative anisotropic shredded tire fill material indicate that the current settlement analysis, based on isotropic shredded tire layers, predicts maximum settlements conservatively.
Research Organization:
Minnesota Univ., Dept. of Civil Engineering, Minneapolis, MN (United States); Minnesota Dept. of Transportation, Office of Research Services, St. Paul, MN (United States)
OSTI ID:
698677
Report Number(s):
PB--99-162588/XAB
Country of Publication:
United States
Language:
English

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