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CBR California Bearing Ratio
Stresses in Flexible Pavements
Stresses in Rigid Pavements
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AASHO aggregate airfield pavements airport applied asphalt assumed axle base course base-course materials California Bearing Ratio cement cent clay compaction Concrete Pavements construction Corps of Engineers cracks deflection deformation density depth design curves determined dowel bars drainage effect equation factors Federal Aviation Agency flexible pavements freezing index frost action frost penetration grade granular materials gravel highway pavements Highway Research Board inches increased indicated joints laboratory layer liquid limit load transfer maximum ment method modulus of elasticity moisture content pave Pavement Design pavement edge pavement thickness plastic plate Portland Cement pounds procedure pumping relatively repeated loads repetition of load Research Board Bulletin result rigid pavements road roller runway samples sand saturation shear sieve silty single wheel single-wheel load slab soil cement soil classification stability strength stress subbase subgrade subgrade soil Table taxiways temperature tion tire pressure tricycle gear values wearing surface wheel load