Analysis of Unbound Aggregate Layer Deformation Behavior From Full Scale Aircraft Gear Loading With Wander

Measured transverse profiles and multi-depth deflectometer data were used to create individual pass residual deformation transverse profiles. The created transverse profiles were then combined with stress history effects to predict the residual transverse profiles for all test sections. This new permanent deformation model emphasizes the use of the previous load location and stress history of the pavement element to develop the residual deformation in that element. Calculation of the residual deformation in each element across the pavement surface results in the development of the complete permanent deformation transverse profile. This technique can be applied to estimate the transverse rutting profile of the pavement after trafficking based on any combination of applied wander and traffic direction.

Name thesis:degree_name

Ph.D.

Level thesis:degree_level

Dissertation

Discipline thesis:degree_discipline

Civil Engineering

Grantor

University of Illinois at Urbana-Champaign

Year dc:date

2015

Author dc:creator

• Donovan, Phillip Raymond

Contributors dc:contributor

• Tutumluer, Erol

• Engineering, Civil

Language dc:language

eng

Identifier

(MiAaPQ)AAI3392001

OAI identifier oai:identifier

oai:www.ideals.illinois.edu:2142/83400