Design equation, T = K log (P/S), resulting from Canadian Dept of Transport's investigation of airport runways in Canada by means of plate bearing tests, is found to be related mathematically to elastic equations developed by Burmister for his layered system approach to pavement design; analysis of Hybla Valley plate bearing and load test data and various other approaches to flexible pavement design.
Some notes on pavement structural design
Nat Research Council -- Highway Research Board -- Research Rec
1963
76 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
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