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Performance Evaluation and Micro-Mechanisms of Composite Asphalt Modified by Desulfurized Rubber Powder and Distinct Waste Plastics. [PDF]
Polymers (Basel)Cao D, Zhang M, Zheng R, Su Q, Zhou W.
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Mechanistic Evaluation of Rigid Airfield Pavements
Journal of Transportation Engineering, 1995A structural deterioration relationship is developed using the U.S. Army Corps of Engineers accelerated traffic tests for plain concrete airfield pavements. The relationship predicts the performance of the rigid pavement in terms of the structural condition index from the pavement's Westergaard edge stresses, flexural strength, and number of load ...
Gücbilmez, Emin, Yüce, R.
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Nanoconcrete for Rigid Pavements
Transportation Research Record: Journal of the Transportation Research Board, 2014Abrasion resistance in concrete is related to the ability of the surface to resist being worn away by rubbing and friction. High-quality concrete is recognized as enhancing both abrasion and macrotexture durability under traffic loading. Pavement friction is the result of two primary frictional force components: adhesion and hysteresis.
González Hormazabal, Marcelo Andrés +2 more
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Journal of Transportation Engineering, 1996
A construction method for rigid pavement utilizing waste plastic for forms to create cells is analyzed for stress resulting from application of a standard highway equivalent single axle load (ESAL). The finite-element method is used. The analysis parametrically studied varying slab, base, subbase, and subgrade thickness and elastic properties and two ...
John K. Bright, John R. Mays
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A construction method for rigid pavement utilizing waste plastic for forms to create cells is analyzed for stress resulting from application of a standard highway equivalent single axle load (ESAL). The finite-element method is used. The analysis parametrically studied varying slab, base, subbase, and subgrade thickness and elastic properties and two ...
John K. Bright, John R. Mays
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Breaking and Seating of Rigid Pavements
1987Breaking and seating has been utilized extensively in Kentucky to rehabilitate portland cement concrete pavements. Experience over three or four years with this type of design and construction are summarized and reported. Breaking to a range of nominal fragments is evaluated. Evaluation of two roller weights for seating is reported.
Sharpe, Gary W. +2 more
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