Deflection criteria for flexible pavements and the design of overlays.

Author(s)
Lister, N.W.
Year
Abstract

Relations have been derived for the reduction in deflection brought about by overlays of different thickness applied to various types of pavement on different subgrades. The results have been compared with those predicted from the application of multi-layer elastic theory. The implementation of recommendations for pavement strengthening is considered.

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Publication

Library number
B 7393 fo /22/23/
Source

In: Proceedings of the 3rd International Conference on Structural Design of Asphalt Pavements, London, 1972, p. 1206-1226, 24 graph., 3 tab., 13 ref.

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