Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements
The raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calcu...
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doaj-024f2153a8de4a8da0c42bbe11b3b4732020-11-25T02:59:25ZengElsevierData in Brief2352-34092020-08-0131105849Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavementsMalal Kane0Vikki Edmondson1Université Gustave Eiffel, Campus de Nantes, Allée des Ponts et Chaussées, 44340 Bouguenais, France; Corresponding author.Northumbria University, Civil Engineering, Engineering & Environment, Newcastle upon Tyne, NE1 8ST, United KingdomThe raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calculation of the Aggregate Hardness Parameter (AHP) and • the determined AHP of each of the pavements.After the calculation of this parameter and with the help of analytical functions that we recall below, the skid Resistance capacity of that asphalt surfacing in the long term will be deduced. This long-term skid resistance value corresponds to that determined in the test with the Wehner Shulz machine.The reader is invited to read the paper entitled Long-Term Skid Resistance of Asphalt Surfacings and Aggregates’ Mineralogical Composition: Generalisation to Pavements made of Different Aggregate Types referenced WEA203339 [1].http://www.sciencedirect.com/science/article/pii/S2352340920307435Long-term skid resistanceAsphalt surfacingsAggregates mineralogical compositionPetrographic natureAggregates typesAveraged Aggregate Hardness Parameter |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Malal Kane Vikki Edmondson |
spellingShingle |
Malal Kane Vikki Edmondson Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements Data in Brief Long-term skid resistance Asphalt surfacings Aggregates mineralogical composition Petrographic nature Aggregates types Averaged Aggregate Hardness Parameter |
author_facet |
Malal Kane Vikki Edmondson |
author_sort |
Malal Kane |
title |
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
title_short |
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
title_full |
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
title_fullStr |
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
title_full_unstemmed |
Aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
title_sort |
aggregates mineralogical composition dataset to estimate the averaged aggregate hardness parameter to predict the long-term skid resistance of pavements |
publisher |
Elsevier |
series |
Data in Brief |
issn |
2352-3409 |
publishDate |
2020-08-01 |
description |
The raw data here are used to calculate the AHPM (“Averaged Aggregate Hardness Parameter”) parameters of pavement surfaces and to determine their capacity of skid resistance in the long term. They are composed by: • the type of aggregates and their proportions by volume in each pavement, • the calculation of the Aggregate Hardness Parameter (AHP) and • the determined AHP of each of the pavements.After the calculation of this parameter and with the help of analytical functions that we recall below, the skid Resistance capacity of that asphalt surfacing in the long term will be deduced. This long-term skid resistance value corresponds to that determined in the test with the Wehner Shulz machine.The reader is invited to read the paper entitled Long-Term Skid Resistance of Asphalt Surfacings and Aggregates’ Mineralogical Composition: Generalisation to Pavements made of Different Aggregate Types referenced WEA203339 [1]. |
topic |
Long-term skid resistance Asphalt surfacings Aggregates mineralogical composition Petrographic nature Aggregates types Averaged Aggregate Hardness Parameter |
url |
http://www.sciencedirect.com/science/article/pii/S2352340920307435 |
work_keys_str_mv |
AT malalkane aggregatesmineralogicalcompositiondatasettoestimatetheaveragedaggregatehardnessparametertopredictthelongtermskidresistanceofpavements AT vikkiedmondson aggregatesmineralogicalcompositiondatasettoestimatetheaveragedaggregatehardnessparametertopredictthelongtermskidresistanceofpavements |
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