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Showing 1 to 20 of 78 for “"Pavement Performance"”.

  1. Long-Term Modelling of Composite Pavement Performance

    The rehabilitation of rigid (concrete) pavements with the placement of an asphalt overlay is a common maintenance technique, which results in a structure known as a composite pavement. The most common form of distress in this type of pavement is reflection cracking which can be due to traffic …

    de-montfort Repository record for Long-Term Modelling of Composite Pavement Performance (opens in a new tab)

  2. Improving network pavement performance management using machine learning

    … necessitates the development of sound network pavement performance models and optimization approaches to select appropriate maintenance and rehabilitation (M&R) strategies for pavement performance management at the network-level. A key challenge to apply the current pavement performance models …

    texas Repository record for Improving network pavement performance management using machine learning (opens in a new tab)

  3. Heuristic rules to achieve pavement performance profile objectives

    … or corrective maintenance strategy for pavement maintenance programming. Preventive maintenance is carried out when the segment distress value is below their respective warning level for defects whereas corrective maintenance is done when the segment distress value exceeds their …

    nus Repository record for Heuristic rules to achieve pavement performance profile objectives (opens in a new tab)

  4. Effects of basecourse saturation on flexible pavement performance.

    … to the premature failure of flexible asphalt pavements. Basecourse saturation results in increased flexural strains in the asphaltic layer and increased rutting leading to cracking of the surface layer. To obtain a physical and quantitative understanding of the deformation characteristics of …

    auckland-ms Repository record for Effects of basecourse saturation on flexible pavement performance. (opens in a new tab)

  5. Estimation of latent pavement performance from damage measurements

    Thesis (Ph. D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1989.

    mit Repository record for Estimation of latent pavement performance from damage measurements (opens in a new tab)

  6. Influence of subgrade improvement and non-uniformity on pavement performance

    … fly ash increases capacity ensuring long term pavement performance. Addition of self-cementing fly ash increases the consolidated shear strength about five times. The second project shows construction operations and field results proving that stabilization of limestone screenings is viable, …

    iastate Repository record for Influence of subgrade improvement and non-uniformity on pavement performance (opens in a new tab)

  7. Validating the empirical distress prediction models within the AASHTOWare Pavement Mechanistic-Empirical Design, using Tennessee pavement performance data from the Long Term Pavement Performance database

    The Mechanistic-Empirical Pavement Design Guide (MEPDG) represents a recent pavement design approach, developed to address the shortcomings of the 1993 AASHTO Guide for Design of Pavement Structures. The Pavement Mechanistic-Empirical Design (PMED) software is set to operationalize the …

    utc Repository record for Validating the empirical distress prediction models within the AASHTOWare Pavement Mechanistic-Empirical Design, using Tennessee pavement performance data from the Long Term Pavement Performance database (opens in a new tab)

  8. Development of Pavement Performance Evaluation Subroutines for 3D-Move Analysis Software

    Predicting the pavement performance of existing and new asphalt concrete (AC) pavements is an important and significant task of pavement engineers. It is important to quantifying the factors (material properties, environmental factors and traffic loading) that lead to the pavement deterioration. …

    unr Repository record for Development of Pavement Performance Evaluation Subroutines for 3D-Move Analysis Software (opens in a new tab)

  9. Quantification of the effects of heavy agricultural vehicle loading on pavement performance.

    … Minnesota. There were both flexible and rigid pavement sections implemented with strain gauges, LVDTs and earth pressure cells at the MnROAD testing facility. The objective of this study was to investigate the effects of farm equipment on the structural responses (stresses and strains) of …

    umn Repository record for Quantification of the effects of heavy agricultural vehicle loading on pavement performance. (opens in a new tab)

  10. Low volume Portland cement concrete pavement performance evaluation and rehabilitation strategy selection

    … of all 43 existing portland cement concrete pavements in Boone County, Iowa. The research was directed at the evaluation of the factors effecting the performance the county pavements. Equations relating the design parameters to the commonly identified concrete distresses in pavements are also …

    uiuc Repository record for Low volume Portland cement concrete pavement performance evaluation and rehabilitation strategy selection (opens in a new tab)

  11. Targeting aggregate marginality from a chemical and materials perspective to improve pavement performance

    … comparatively lower cost in comparison to bound pavement layers, are extensively used in the construction of road pavements. Thus, it is not surprising that a careful testing and selection of these materials is required to ensure a longlasting pavement life that avoids early and costly …

    auckland-ms Repository record for Targeting aggregate marginality from a chemical and materials perspective to improve pavement performance (opens in a new tab)

  12. A Correlation of Pedologic Soil Types With Rigid Pavement Performance in Dewitt County, Illinois

    Made available in DSpace on 2014-12-05T17:36:54Z (GMT). No. of bitstreams: 1 0018123.pdf: 31034076 bytes, checksum: 25867fd46e1050ba67e27cb480b66231 (MD5) Previous issue date: 1956

    uiuc Repository record for A Correlation of Pedologic Soil Types With Rigid Pavement Performance in Dewitt County, Illinois (opens in a new tab)

  13. Evaluation of In-Situ variability of concrete pavement characteristics and their effect on performance

    Pavement performance prediction must account for uncertainties in pavement characteristics, climate, traffic loading, etc. Past research identified that concrete thickness and flexural strength were two pavement characteristics that significantly affected transverse cracking in Jointed Plain …

    umn Repository record for Evaluation of In-Situ variability of concrete pavement characteristics and their effect on performance (opens in a new tab)

  14. Pavement Resilience Assessment Using Pavement Condition Data Before and After Hurricane Harvey

    … assessing the impact of Hurricane Harvey on the pavements in the Houston area using historical pavement management system data and statistical and machine learning models. Taking Hurricane Harvey into consideration, pre- and post- Harvey pavement conditions were compared, and statistical and …

    texas-state Repository record for Pavement Resilience Assessment Using Pavement Condition Data Before and After Hurricane Harvey (opens in a new tab)

  15. The impact of climate, load, and materials on the performance and deterioration of general aviation airports in Illinois

    … This dissertation examines Illinois GA pavement performance and the impact that load, climate, and materials/construction factors have on the formation and propagation of distress in GA pavements.

    uiuc Repository record for The impact of climate, load, and materials on the performance and deterioration of general aviation airports in Illinois (opens in a new tab)

  16. Asphalt Pavement Aging and Temperature Dependent Properties Using Functionally Graded Viscoelastic Model

    … and accuracy of simulations for asphalt pavement systems. Some of the practical implications of this work include the new technique's capability for accurate analysis and design of asphalt pavements and overlay systems and for the determination of pavement performance with varying …

    uiuc Repository record for Asphalt Pavement Aging and Temperature Dependent Properties Using Functionally Graded Viscoelastic Model (opens in a new tab)

  17. Asphalt Perpetual Pavement Design: Utilizing Existing Pavement Systems in Ohio

    This thesis explores asphalt perpetual pavement concepts by investigating existing asphalt concrete (AC) pavements in Ohio. In 2010, twenty AC pavement sites were selected as candidates for a forensic investigation in Ohio. Field distress surveys, coring, Falling Weight Deflectometer (FWD), Seismic …

    ohiolink Repository record for Asphalt Perpetual Pavement Design: Utilizing Existing Pavement Systems in Ohio (opens in a new tab)

  18. Comparison of LTPP-Bind V3.1 and MEPDG for the Selection of Binder Grades

    Binders for five analysis locations and two pavement designs were selected using the LTPPBind V3.1 software. The recommended binders were then refined to meet realistic constraints of pavement construction in West Virginia. The performance of pavements with the selected binders, pavement structures …

    wvu Repository record for Comparison of LTPP-Bind V3.1 and MEPDG for the Selection of Binder Grades (opens in a new tab)

  19. Pedologic Based Subgrade Characterization for Low-Volume Pavement Design

    Subgrade soils play an integral part in pavement performance. The nature and properties of subgrade soils must be considered in structural pavement design. Many highway agencies, particularly agencies that administer "local" or low-volume pavements, do not have the resources to conduct …

    uiuc Repository record for Pedologic Based Subgrade Characterization for Low-Volume Pavement Design (opens in a new tab)

  20. Development of mechanistic rolling resistance model for pavement life cycle assessment

    … It has been shown that a major component of pavement LCA results from rolling resistance (RR) between vehicle-pavement interaction. This study focuses primarily on the development of mechanistic RR model to capture the impact of excess fuel consumption (EFC) and dynamic wheel load (DWL) …

    uiuc Repository record for Development of mechanistic rolling resistance model for pavement life cycle assessment (opens in a new tab)

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