Mechanistic-empirical failure prediction models for spring weight restricted flexible pavements in Manitoba using Manitoba and MnROAD instrumented test sites
| dc.contributor.author | Kavanagh, Leonnie | |
| dc.contributor.examiningcommittee | Rasmussen, Peter (Civil Engineering) Clayton, Alan (Civil Engineering) Luo, Yunhua (Mechanical Engineering) Zaniewski, John (Civil Engineering West Virginia University USA) | en_US |
| dc.contributor.supervisor | Shalaby, Ahmed (Civil Engineering) | en_US |
| dc.date.accessioned | 2013-06-27T21:04:22Z | |
| dc.date.available | 2013-06-27T21:04:22Z | |
| dc.date.issued | 2013-06-27 | |
| dc.degree.discipline | Civil Engineering | en_US |
| dc.degree.level | Doctor of Philosophy (Ph.D.) | en_US |
| dc.description.abstract | Pavement damage due to heavy loads on thaw weakened flexible pavements is a major concern for road agencies in Western Canada. To protect weaker, low volume roads, agencies impose spring weight restrictions (SWR) during the spring thaw to reduce pavement damage. While SWR may be cost effective for highway agencies, reducing the spring weight allowances can have a major impact on truck productivity and shipping costs. Therefore an improved process that links SWR loads to pavement damage, and based on limiting failure strain, is required. This thesis developed Local mechanistic-empirical damage models to predict fatigue and rutting failure on two spring weight restricted (SWR) flexible pavements in Manitoba. The Local damage models were used to assess the SWR loads that regulate commercial vehicle weights in Manitoba based on a limiting strain relationship between truck loads and damage. The Local damage models and a calibrated Finite Element Model (FEM) were used to predict the equivalent single axle load (ESAL) repetitions to fatigue and rutting failure at varying B-Train axle loads at the Manitoba sites. The Local model predictions were compared to predictions from the Asphalt Institute (AI) and Mechanistic Empirical Design Guide (MEPDG) damage models. The results of the analysis showed that for each 1% increase in load, there was a corresponding 1% increase in strain, and up to 3% decrease in ESAL repetitions to failure, depending on the Local, AI, or MEPDG damage models. The limiting failure strains, computed from the Local model for design ESALs of 100,000, were 483μm/m and 1,008μm/m for fatigue and rutting failure, respectively. For the Manitoba sites, the predicted FEM strains at B-Train normal and SWR loads were higher than the Local model limiting strains. Therefore the Manitoba ii SWR loads regulating B-Train operations on the two pavements during the spring period appeared to be reasonable. It is recommended that the research findings be verified with further calibration and validation of the Local damage model using a larger data set of low volume flexible pavements. A strain-based concept on how to manage the SWR regime in Manitoba based on the limiting strains was developed and presented. | en_US |
| dc.description.note | October 2013 | en_US |
| dc.identifier.uri | http://hdl.handle.net/1993/21691 | |
| dc.language.iso | eng | en_US |
| dc.rights | open access | en_US |
| dc.subject | spring weight restriction | en_US |
| dc.subject | rutting and fatigue failure | en_US |
| dc.subject | low volume road | en_US |
| dc.subject | mechanistic-empirical models | en_US |
| dc.title | Mechanistic-empirical failure prediction models for spring weight restricted flexible pavements in Manitoba using Manitoba and MnROAD instrumented test sites | en_US |
| dc.type | doctoral thesis | en_US |
| local.subject.manitoba | yes | en_US |