Conference
Quantitative assessment of impact of layer moduli on surface deflections
Abstract
This paper deals with the interpretation of falling weight deflectometer data, with emphasis being placed on presenting a methodology that can be used to determine the sensitivity of measured deflections to the location and stiffness of each layer in a pavement-subgrade system. The notion of contribution ratio, which is a measure of a layer's contribution to measured displacement, is presented. The methodology applies to both elastostatic and …
Authors
Stolle DF; Pavini M
Volume
2002
Pagination
pp. 951-958
Publication Date
December 1, 2002
Conference proceedings
Proceedings Annual Conference Canadian Society for Civil Engineering