Accession Number : ADA019205
Title : Development of a Structural Design Procedure for Flexible Airport Pavements.
Descriptive Note : Final rept.,
Corporate Author : ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MISS
Personal Author(s) : Barker,Walter R. ; Brabston,William N.
Report Date : SEP 1975
Pagination or Media Count : 264
Abstract : A design procedure is presented for three types of flexible pavement: conventional, bituminous concrete, and chemically stabilized. These represent nearly all flexible pavements being constructed at this time. Designs are based on analytically determined strain values and experimental and laboratory determined material fatigue strengths. Thus, the procedure can handle in a rational manner the possible variations in the properties of different pavement materials. An adaptation of the cumulative damage concept permits the consideration of cyclic variation in bituminous materials due to variations in temperatures and the variation in subgrade strength resulting from freeze-thaw cycles. (Author)
Descriptors : *Airports, *Runways, *Construction materials, *Pavements, Strain(Mechanics), Strength(Mechanics), Mechanical properties, Thermal stresses, Damage, Systems analysis, Bitumens, Flexible materials, Thickness, Air traffic, Response, Freezing, Adverse conditions, Soils, Concrete, Computer programs, Elastic properties, Resilience, Sand, Gravel, Experimental data
Subject Categories : Terminal Flight Facilities
Laminates and Composite Materials
Distribution Statement : APPROVED FOR PUBLIC RELEASE