Mechanistic Analysis of in-Service Airfield Concrete Pavement Responses
type: CreativeWork
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.
abstract: 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.
author: Rufino, Dulce Maria
language: eng
keywords: Engineering, Civil
date published: 2015-09-25T21:03:39Z
date modified: 2026-07-22T22:26:20Z
provider: University of Illinois - Urbana-Champaign
publisher: Networked Digital Library of Theses and Dissertations
type: WebPage
source organization: University of Illinois at Urbana-Champaign

PropertyValue
property ID: Handle
value: http://hdl.handle.net/2142/83224