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dc.contributor.authorSutherland Rolim Barbi, Paula 16:49:32 (GMT) 16:49:32 (GMT)
dc.description.abstractChanges in climatic conditions can directly impact pavement performance. With alarming temperature records and the increased frequency of extreme weather events, Canadian infrastructure could be at risk if adaptation strategies are neglected. One such piece of infrastructure, namely airports, are essential to a country`s economic success. The construction and maintenance of long-lasting pavements at such facilities is not only important from an economic standpoint, but for the sake of safety. Therefore, it is crucial that airport infrastructure support safe and efficient transportation. In the past two decades, the usage of mechanistic-empirical design procedures for the design of pavement structures has become more prevalent as compared to empirical methods. The use of such methods enables for the implementation of tools that can account for climate variations in pavement design. The mechanistic-empirical approach relies on predicting pavement responses under traffic and relating these responses to field performance. Pavement stress and strain calculations are necessary to estimate the damage to airport pavements over their service life. To this end, several methods are available, which can vary depending on the computational approach used and the way that material properties are considered. The successful mechanistic analysis of flexible pavements requires appropriate models that can accurately reproduce the pavement behavior. However, choosing the model that will best simulate the pavement responses can be a complex task. This thesis examined some of the available computational approaches used for mechanistic analysis of airfield pavements to summarize the state-of-the-practice and to identify enhancement opportunities. Then, selected software packages were compared with field measurements from two case studies. The first case study compared three full scale pavement sections built for the A380 Pavement Experimental Program (PEP) with linear elastic simulations from KENLAYER, NonPAS and ABAQUS. The second case study analyzed the full-scale results from the National Airport Pavement Test Facility (NAPTF) and compared with non-linear elastic simulations modeled in KENLAYER, NonPAS and GT-PAVE. The outcome indicated that KENLAYER and NonPAS presented good results when predicting pavement vertical strains and stresses at the top of the subgrade in both case studies, however, the vertical displacements predicted in case two were quite far from the field measurements. ABAQUS and GT-PAVE successfully predicted the pavement compressive stresses as well as the vertical displacements. The utilization of a design and structural analysis method that can accurately reproduce the pavement behavior can ultimately improve long-term performance and decrease the frequency of maintenance. Such method can provide realistic assessment of the performance evolution with time and hence allow for more effective and timely pavement management interventions to avoid premature failures. To this end, accounting for environmental factors in airport pavement design remains a challenge since most design methods do not consider inputs such as moisture and temperature variation. Between several airport pavement design methods, only two climatic factors are currently considered in the structural design, i.e., frost depth penetration and the reduction in subgrade bearing capacity due to spring thawing. Therefore, to address this research gap and improve the resilience of airport pavements, this research proposes a new methodology for the structural design of flexible airport pavements, utilizing an enhanced mechanistic-empirical approach that can better accommodate the climate change considerations. The methodology proposed in this research was applied to a case study of Toronto Pearson International Airport, using actual field data. A total of five scenarios were evaluated including (1) the Current Climate, (2) Temperature Increase, (3) Lower Matric Suction, (4) and (5) two Flooding Events. The results of the “Current Climate” showed that the traditional FAARFIELD analysis can possibly overestimate fatigue damage and underestimate rutting damage. Among all climate change scenarios evaluated, fatigue damage was found to be slightly affected by changes in soil saturation, which is present at the “Lower Matric Suction” scenario, and “Flooding Events”. However, the effects of the “Temperature Increase” scenario presented fatigue damages that are 43% higher than the “Current Climate” scenario. From the results of climate change scenarios, it could be recognized that changes in soil saturation have a direct effect in the rutting damage. Both the “Lower Matric Suction” and the “Flooding Events” had great impact in rutting damage, however, the highest damage records happened due to the “Lower Matric Suction” scenario. The lowering of the matric suction due to an increase in the ground water table and precipitation levels affects the soil saturation and lowers the subgrade stiffness. The results showed that a significant decrease in the matric suction in Pearson International Airport could elevate damage in the order of about 117% when compared to the “Current Climate” scenario and decrease the pavement service life down to only a few years. Considering the variations in climatic conditions due to the climate change, the proposed methodology can yield major benefits in terms of quantifying these impacts, which can ultimately help with design of more resilient transportation infrastructure such as airfield pavements. This platform enables accounting for climate variations, temperature increase, as well as extreme events such as flooding in the design of flexible airport pavements. The assessment of an optimum design strategy for airport pavements also incorporated an evaluation of frost and thaw changes due to the temperature rise. The increase in temperature may result in the shortening of the freezing season, which can significantly impact airport pavement frost/thaw conditions. In this thesis, the potential effects of the warming temperature in pavement frost/thaw penetration and frost heave were assessed for critical airports across Canada. To that end, the Ministry of Transportation of Ontario (MTO), Ministère des Transports du Québec (MTQ) and Transport Canada Civil Aviation (TCCA) methods were used in the calculations and climate change simulations considering the emission scenario RCP8.5 in a 20 and 40-year horizon. The results show that climate change predictions result in shallower frost penetration depth and possibly less frost heave over the airports not underlain by permafrost, while airports over permafrost areas might experience an increase in thickness of the active layer. Among the different methods used, the Ministère des Transports du Québec’s (MTQ) had the best performance in predicting frost depth of fine soils, while the frost depth of coarse soils was better estimated by the Ministry of Transportation of Ontario (MTO). This research was the first to propose an enhanced pavement design and analysis framework to improve the resiliency of flexible airfield pavements in face of the changing climate. The proposed framework is unique because it can account for the combined effect of materials properties, loading, and climatic conditions through a detailed analysis of the pavement responses. The implementation of the proposed framework allowed for an assessment of the impacts of temperature increase, lower matric suction, and flooding events in pavement performance in the case study of Toronto Pearson Airport. Other key contributions include the study of the impacts of climate and climate change on flexible pavement materials, including the identification of the most relevant parameters for flexible airport pavements. The study of strengths and weaknesses of commonly used methods available to predict pavement responses also provided important contribution, since the influence of using these different tools on the accuracy of the results had not yet been discussed in reference to actual field tests in the existing literature. Lastly, this research provided a comparative study of the Canadian methods available to calculate frost depth, and its accuracy when compared to field data. The outputs can ease planning of future projects in Canada by facilitating the decision on what methods to use, and how ten (10) major airports in Canada will possibly be affected by the shortening of the freezing season.en
dc.publisherUniversity of Waterlooen
dc.subjectflexible airfield pavementsen
dc.subjectpavement designen
dc.subjectclimate changeen
dc.subjectcumulative damage factoren
dc.subjectresilient pavementsen
dc.titleAn Enhanced Mechanistic Analysis Framework for Designing Resilient Airfield Pavementsen
dc.typeDoctoral Thesisen
dc.pendingfalse and Environmental Engineeringen Engineeringen of Waterlooen
uws-etd.degreeDoctor of Philosophyen
uws.contributor.advisorTighe, Susan
uws.contributor.advisorTavassoti-Kheiry, Pezhouhan
uws.contributor.affiliation1Faculty of Engineeringen

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