Model for the Prediction of Rutting in Roads, a NordFoU Result

Huvstig, A

doi:10.1016/j.sbspro.2012.06.1250

Cited by 6 publications

(3 citation statements)

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“…The MEPDG was developed under the National Cooperative Highway Research Program (NCHRP) Project 1-37A [4] and has represented a major change within the traditional pavement design procedures, as it encompasses site-specific inputs of traffic, climate, subgrade, and existing pavement conditions, along with the possibility to consider changes in trucking, materials, construction, and design concepts. Other M-E models have been also developed in the literature and have provided very promising results [5]- [7].…”

Section: A Pavement Design: the Mechanistic-empirical Approachmentioning

confidence: 99%

“…Amongst them, the four-layer pavement structure of the F-Rv 31 route in Nässjö is considered in our study, and the total rut prediction curve inferred by the model in [33] is taken as a reference within our model. Finally, the fourth prediction curve is derived from [7], wherein an M-E approach was applied to predict damage in three roadways. In this case, our study encompasses the outcomes of the total predicted rutting related to the threelayer structure of route Rv 46 in Trädet.…”

Section: Modeling Of Rutting Vs Time Domain Of Existencementioning

confidence: 99%

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Prediction of rutting evolution in flexible pavement life cycle at the road network scale using an air-launched ground-penetrating radar system

Tosti

Benedetto

Ciampoli

et al. 2016

2016 16th International Conference on Ground Penetrating Radar (GPR)

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In this work, the evolution of damages in pavement life cycle relative to rutting has been modeled in relevant pavement sections. Ground-penetrating radar (GPR) surveys were carried out at the rural road network scale using an air-launched pulsed radar system, 1GHz central frequency of investigation, linked to an instrumented van for collecting data at traffic speed. Surveys were performed in two time periods, six months apart from each other. By knowing the geometrical, traffic, climatic and construction information of each surveyed pavement section and on the basis of comprehensive literature studies dealing with rutting versus time measurements in several flexible pavement sections during their life cycle, it has been possible to determine a reliable domain of existence by means of rutting versus time prediction curves, in which to locate the pavement section-specific prediction curve, case by case. Results have shown reliable relationships, wherein damage prediction is consistent with those suggested by literature

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Section: A Pavement Design: the Mechanistic-empirical Approachmentioning

confidence: 99%

Section: Modeling Of Rutting Vs Time Domain Of Existencementioning

confidence: 99%

Prediction of rutting evolution in flexible pavement life cycle at the road network scale using an air-launched ground-penetrating radar system

Tosti

Benedetto

Ciampoli

et al. 2016

2016 16th International Conference on Ground Penetrating Radar (GPR)

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show abstract

“…The PD under repeated loads has been described using the shakedown theory in many studies [11][12][13][14][15][16][17][18][19][20][21][22][23]. The shakedown theory has been applied on base and subbase materials by adopting a specific visual criterion and boundaries as proposed by Werkmeister et al [24].…”

Section: Introductionmentioning

confidence: 99%

New shakedown criterion and permanent deformation properties of unbound granular materials

2019

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Unbound granular material specifications for road pavements in Australia are primarily based on physical material specification rather than mechanical characterisation. This simplified approach does not reflect the actual material performance under repeated dynamic traffic loads. There is a little information available on the influence of the local crushed rock properties and compacted layer properties on permanent deformation (PD). This study aims to characterise the local unbound granular materials in Victoria according to their PD behaviour under repeated loads and to develop a suitable shakedown criterion that could describe the PD of the tested materials to simplify the flexible pavement design. Repeated-load triaxial tests were conducted over several samples with a range of moisture contents, gradations, densities, and stress conditions. The laboratory test results showed that PD behaviour was influenced by several factors. In addition, the tested subbase-specified unbound granular materials reflect high PD resistance that is almost equivalent to basequality unbound granular materials. This may indicate that current requirements for the subbase-quality unbound granular materials are over-prescribe. Moreover, as the existing shakedown criterion was not applicable for the multi-stage repeated-load triaxial test and the local tested materials, a new shakedown criterion and new boundaries are proposed based on the PD behaviour. In the proposed criterion, the shakedown ranges are identified based on the curve angle of the PD vs. logarithm of the number of loading cycles, and this new criterion was validated using several materials from existing literature. The local tested base and subbase materials can be assigned as Range A when PD \ 1%, Range B when 1% \ PD \ 3%, and Range C when PD [ 3%. The proposed criterion could provide a useful and quick approach to assess the PD of the unbound granular materials with both single and multistages of stresses.

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Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design

Alnedawi

Nepal

Al-Ameri

2018

Transp. Infrastruct. Geotech.

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Model for the Prediction of Rutting in Roads, a NordFoU Result

Cited by 6 publications

References 0 publications

Prediction of rutting evolution in flexible pavement life cycle at the road network scale using an air-launched ground-penetrating radar system

Prediction of rutting evolution in flexible pavement life cycle at the road network scale using an air-launched ground-penetrating radar system

New shakedown criterion and permanent deformation properties of unbound granular materials

Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design

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