The techniques of the layered pavement method for the design of flexible pavements have been used to evaluate the flexible pavements having cement-treated bases at the U. S. Naval Air Facility, China Lake, California. This evaluation has produced in-situ moduli of deformation for all components of the flexible pavements. A load rating analysis has yielded thickness equivalencies for the soil cement bases. (Author)
The Evaluation of Naf China Lake Airfield by Layered Theory with Soil Cement Equivalency Ratings
1966
21 pages
Report
Keine Angabe
Englisch
Air Transportation , Structural Mechanics , Naval shore establishments , Pavements , Landing fields , Structural properties , Cements , Deformation , Mechanical properties , Loading(Mechanics) , Thickness , Sand , Mixtures , Silt , Plasticity , Moisture , Performance(Engineering) , Flexible pavements , China Lake Naval Air Facility
NTIS | 1970
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