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Geosynthetics in Flexible and Rigid Pavement Overlay Systems to Reduce Reflection Cracking
Researchers selected six different state-of-the-art geosynthetic products, which include two fiberglass grid composites, two polyester grid composites, one fiberglass grid, and one polypropylene nonwoven fabric. These products were evaluated in the laboratory by measuring relative resistance to thermal cracking of an HMA/geosynthetic system. The Texas Transportation Institute (TTI) Overlay Tester, which accommodates 3-inch by 6-inch by 20-inch beam specimens, was used in this testing program. Researchers identified pavements in the Pharr, Waco, and Amarillo Districts for construction of test pavements. These districts will provide mild, moderate, and cold Texas climates, respectively, for evaluating geosynthetics.
Geosynthetics in Flexible and Rigid Pavement Overlay Systems to Reduce Reflection Cracking
Researchers selected six different state-of-the-art geosynthetic products, which include two fiberglass grid composites, two polyester grid composites, one fiberglass grid, and one polypropylene nonwoven fabric. These products were evaluated in the laboratory by measuring relative resistance to thermal cracking of an HMA/geosynthetic system. The Texas Transportation Institute (TTI) Overlay Tester, which accommodates 3-inch by 6-inch by 20-inch beam specimens, was used in this testing program. Researchers identified pavements in the Pharr, Waco, and Amarillo Districts for construction of test pavements. These districts will provide mild, moderate, and cold Texas climates, respectively, for evaluating geosynthetics.
Geosynthetics in Flexible and Rigid Pavement Overlay Systems to Reduce Reflection Cracking
G. S. Cleveland (Autor:in) / J. W. Button (Autor:in) / R. L. Lytton (Autor:in)
2002
302 pages
Report
Keine Angabe
Englisch
Construction Equipment, Materials, & Supplies , Highway Engineering , Transportation & Traffic Planning , Transportation , Geotechnical fabrics , Pavement overlays , Cracking(Fracturing) , Pavement maintenance , Flexible pavements , Concrete pavements , Reflective cracking , Service life , Texas , Geosynthetics , Dallas(Texas) , Laredo(Texas)
Flexible and Rigid Pavement Overlay Design Procedure
NTIS | 1977
|Potential benefits of geosynthetics in flexible pavement systems
TIBKAT | 1989
|