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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.
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.
Flexible pavement design criteria
ASCE -- Proc (J Aero-Space Transport Div)
Ahlvin, R.G. (author)
1962
19 pages
Article (Journal)
English
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