Flexible Pavement Design Criteria

by R.G. Ahlvin,

Serial Information: Journal of the Air Transport Division, 1962, Vol. 88, Issue 1, Pg. 15-36

Document Type: Journal Paper


Research in developing California Bearing Ratio method of pavement design; working reference by which design criteria for any desired loading can be produced; manner in which load, number, and spacing of wheels, tire pressure, and number of load repetitions can be specifically treated to obtain design curve relating CBR to required design thickness is explained in detail.

Subject Headings: Pavement design | Load and resistance factor design | Load bearing capacity | Vehicle loads | Asphalt pavements | Vehicle-pavement interaction | Research and development | Penetration tests | California | United States

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