Statistical Analysis of Strength Assessment of Nonrigid Pavement Surfacing
https://doi.org/10.30932/1992-3252-2016-14-3-8
Abstract
The authors examine the issues related to statistical processing of the results of measurement of elastic deflections on the surface of nonrigid pavement surfacing made by shock loading installation FWD. Based on these results the nature of distribution of elastic deflection was clarified and assessment of homogeneity for pavement surfacing in areas with different service life was carried out. It was found that with a sufficient degree of probability distribution of such deflections can be described by the lognormal law.
About the Authors
A. N. Tiraturyan
Rostov State University of Civil Engineering (RSUCE)
Russian Federation
Russian Federation
Tiraturyan, Artem N. – Ph.D. (Eng.), senior lecturer
Rostov-on-Don
E. V. Uglova
Rostov State University of Civil Engineering (RSUCE)
Russian Federation
Russian Federation
Uglova, Evgenia V. – D.Sc. (Eng.), professor, head of department of Highways
Rostov-on-Don
References
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Review
For citations:
Tiraturyan A.N., Uglova E.V. Statistical Analysis of Strength Assessment of Nonrigid Pavement Surfacing. World of Transport and Transportation. 2016;14(3):88-97. https://doi.org/10.30932/1992-3252-2016-14-3-8
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