2026-09-22T09:17:43Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83400 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Tutumluer, Erol Donovan, Phillip Raymond 2015-09-25T21:04:40Z 2015-09-25T21:04:40Z 10000-01-01 2009 2009 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. Made available in DSpace on 2015-09-25T21:04:40Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3392001.pdf: 10633320 bytes, checksum: 6a4cba6afe1c36d244adc91ca3795e7e (MD5) Previous issue date: 2009 Embargo set by: Seth Robbins for item 84681 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 417 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2009. http://hdl.handle.net/2142/83400 (MiAaPQ)AAI3392001 eng Engineering, Civil Analysis of Unbound Aggregate Layer Deformation Behavior From Full Scale Aircraft Gear Loading With Wander text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.