Flexible Pavement Design Criteriaby 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 | Asphalt pavements | Load and resistance factor design | Vehicle loads | Load bearing capacity | Vehicle-pavement interaction | Penetration tests | Research and development | North America | California | United States
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