Moisture Conditions Under Flexible Airfield Pavements

by J.F. Redus,

Serial Information: Journal of the Soil Mechanics and Foundations Division, 1957, Vol. 83, Issue 1, Pg. 1-18

Document Type: Journal Paper

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Investigation of conditions under pavements on 13 airfields over period of several years indicates that base course and subgrade moisture contents become stabilized after about 2 yr; moisture contents in upper 18 in. were not found to be related to rainfall, contrary to those at 30 in.; CBR design procedures are conservative for nonplastic, but about right for plastic materials.

Subject Headings: Airport and airfield pavements | Pavement condition | Moisture | Asphalt pavements | Water content | Subgrades | Plastic design | Plastics | Rainfall | Base course

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