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University of Illinois at Urbana-Champaign

Mechanistic Analysis of in-Service Airfield Concrete Pavement Responses

Abstract

dc:description

The effect of temperature curling on pavement responses was analyzed. A theoretical analysis of the effect of pavement temperature distribution on total and load-induced responses is presented and complemented with Analysis of Variance (ANOVA). The analysis of in-situ interface condition was based on multi-sensor readings and comparison between theoretical and measured data. The existence of gaps beneath the slab and the interface condition were evaluated based on Multi-Depth Deflectometers (MDDs) and paired strain gage data, respectively. Two interface conditions (bonded and unbonded) were compared to measured responses allowing for estimating in-situ interface condition.

Degree

thesis:*
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 and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Rufino, Dulce Maria
Contributors dc:contributor
  • Roesler, Jeffery R.

Subjects

dc:subject × 1

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
(MiAaPQ)AAI3111634
OAI identifier oai:identifier
oai:www.ideals.illinois.edu:2142/83224

Chain of custody

source
Harvested from
University of Illinois - Urbana-Champaign
Base URL
www.ideals.illinois.edu/oai-pmh
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
citation

Rufino, Dulce Maria. Mechanistic Analysis of in-Service Airfield Concrete Pavement Responses. Dissertation thesis, University of Illinois at Urbana-Champaign, 2015. http://hdl.handle.net/2142/83224