Search results for: FLEXIBLE PAVEMENTS, PAVEMENT DESIGN, M-EPDG, AXLE LOAD SPECTRA, TRAFFIC LOADING, VEHICLE, DYNAMIC LOADS, AXLE LOAD, DISTRIBUTION OF AXLE LOADS, WEIGH IN MOTION, TRAFFIC INPUT DATA - Bridge of Knowledge

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Search results for: FLEXIBLE PAVEMENTS, PAVEMENT DESIGN, M-EPDG, AXLE LOAD SPECTRA, TRAFFIC LOADING, VEHICLE, DYNAMIC LOADS, AXLE LOAD, DISTRIBUTION OF AXLE LOADS, WEIGH IN MOTION, TRAFFIC INPUT DATA

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Search results for: FLEXIBLE PAVEMENTS, PAVEMENT DESIGN, M-EPDG, AXLE LOAD SPECTRA, TRAFFIC LOADING, VEHICLE, DYNAMIC LOADS, AXLE LOAD, DISTRIBUTION OF AXLE LOADS, WEIGH IN MOTION, TRAFFIC INPUT DATA

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    Katedra Inżynierii Drogowej i Transportowej jest jedną z najstarszych katedr Politechniki Gdańskiej. Prowadzi prace naukowo-badawcze obejmujące szereg zagadnień związanych z budową dróg, autostrad i lotnisk oraz w zakresie transportu, ruchu drogowego oraz bezpieczeństwa ruchu drogowego.

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Search results for: FLEXIBLE PAVEMENTS, PAVEMENT DESIGN, M-EPDG, AXLE LOAD SPECTRA, TRAFFIC LOADING, VEHICLE, DYNAMIC LOADS, AXLE LOAD, DISTRIBUTION OF AXLE LOADS, WEIGH IN MOTION, TRAFFIC INPUT DATA

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Search results for: FLEXIBLE PAVEMENTS, PAVEMENT DESIGN, M-EPDG, AXLE LOAD SPECTRA, TRAFFIC LOADING, VEHICLE, DYNAMIC LOADS, AXLE LOAD, DISTRIBUTION OF AXLE LOADS, WEIGH IN MOTION, TRAFFIC INPUT DATA

  • Consideration of dynamic loads in the determination of axle load spectra for pavement design

    Publication

    Axle load spectra constitute a crucial part of the data for pavement design and pavement distress analysis. Typically, axle load spectra represent static load from vehicles and do not include dynamic loads generated by vehicles in motion. While dynamic loads can significantly contribute to faster pavement distress, this fact is mostly omitted in pavement design methods. The paper presents a methodology for consideration of dynamic...

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  • Study on the accuracy of axle load spectra used for pavement design

    Publication

    Weigh-in-Motion (WIM) systems are used in order to reduce the number of overloaded vehicles. Data collected from WIM provide characteristics of vehicle axle loads that are crucial for pavement design as well as for the development of pavement distress prediction models. The inaccuracy of WIM data lead to erroneous estimation of traffic loads and in consequence inaccurate prediction of pavement distress process. The objective of...

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  • Contribution of dynamic vehicle loads to pavement failure

    Publication

    - Year 2022

    Pavement surfaces are not ideally even, which causes dynamic loads of vehicle axles. Distribution of dynamic loads of a given axle is similar to normal distribution and can be described by static load and dynamic load coefficient. The dynamic load coefficient depends on road profile, vehicle speed, properties of suspensions and static load of axle. While for a given road section road profile remains constant, vehicle speed and...

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  • Investigation of Weigh-in-Motion Measurement Accuracy on the Basis of Steering Axle Load Spectra

    Publication

    - SENSORS - Year 2019

    Weigh-in-motion systems are installed in pavements or on bridges to identify and reduce the number of overloaded vehicles and minimise their adverse eect on road infrastructure. Moreover, the collected trac data are used to obtain axle load characteristics, which are very useful in road infrastructure design. Practical application of data from weigh-in-motion has become more common recently, which calls for adequate attention to...

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  • The Effect of Flexible Pavement Mechanics on the Accuracy of Axle Load Sensors in Vehicle Weigh-in-Motion Systems

    Publication

    - SENSORS - Year 2017

    Weigh-in-Motion systems are tools to prevent road pavements from the adverse phenomena of vehicle overloading. However, the effectiveness of these systems can be significantly increased by improving weighing accuracy, which is now insufficient for direct enforcement of overloaded vehicles. Field tests show that the accuracy of Weigh-in-Motion axle load sensors installed in the flexible (asphalt) pavements depends on pavement temperature...

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