Method for calculating surface deflection of existing flexible pavement under loaded rigid bearing plate; permissible surface deflection for any specified traffic volume of given design wheel load and tire inflation pressure must be varied with strength of underlying subgrade when measured by means of rigid bearing plate carrying same total load and unit pressure. Before 5th Int Conference on Soil Mechanics and Foundation Eng, Paris, July 1961.
Relationship between applied loads, surface deflections, traffic volumes, and thicknesses of flexible pavements
Canada. Nat Research Council -- Associate Committee Soil Snow Mechanics -- Tech Memo
1962
5 pages
Report
English
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