{"id":50988,"identifier":"darus-1641","persistentUrl":"https://doi.org/10.18419/darus-1641","protocol":"doi","authority":"10.18419","publisher":"DaRUS","publicationDate":"2021-04-30","storageIdentifier":"s3://10.18419/darus-1641","datasetVersion":{"id":2089,"datasetId":50988,"datasetPersistentId":"doi:10.18419/darus-1641","storageIdentifier":"s3://10.18419/darus-1641","versionNumber":2,"versionMinorNumber":0,"versionState":"RELEASED","productionDate":"2020","UNF":"UNF:6:mp7Zp2YBUbrj5d48PuMJ4w==","lastUpdateTime":"2023-03-15T09:31:42Z","releaseTime":"2021-06-07T15:00:10Z","createTime":"2021-06-02T07:52:52Z","publicationDate":"2021-04-30","citationDate":"2021-04-30","license":{"name":"CC BY 4.0","uri":"http://creativecommons.org/licenses/by/4.0","iconUri":"https://licensebuttons.net/l/by/4.0/88x31.png"},"fileAccessRequest":false,"metadataBlocks":{"citation":{"displayName":"Citation Metadata","name":"citation","fields":[{"typeName":"title","multiple":false,"typeClass":"primitive","value":"micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-1"},{"typeName":"author","multiple":true,"typeClass":"compound","value":[{"authorName":{"typeName":"authorName","multiple":false,"typeClass":"primitive","value":"Ruf, Matthias"},"authorAffiliation":{"typeName":"authorAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute of Applied Mechanics (CE)"},"authorIdentifierScheme":{"typeName":"authorIdentifierScheme","multiple":false,"typeClass":"controlledVocabulary","value":"ORCID"},"authorIdentifier":{"typeName":"authorIdentifier","multiple":false,"typeClass":"primitive","value":"0000-0003-0299-5921"}},{"authorName":{"typeName":"authorName","multiple":false,"typeClass":"primitive","value":"Teutsch, Tim"},"authorAffiliation":{"typeName":"authorAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute for Road and Transport Science"},"authorIdentifierScheme":{"typeName":"authorIdentifierScheme","multiple":false,"typeClass":"controlledVocabulary","value":"ORCID"},"authorIdentifier":{"typeName":"authorIdentifier","multiple":false,"typeClass":"primitive","value":"0000-0003-3304-9321"}},{"authorName":{"typeName":"authorName","multiple":false,"typeClass":"primitive","value":"Alber, Stefan"},"authorAffiliation":{"typeName":"authorAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute for Road and Transport Science"},"authorIdentifierScheme":{"typeName":"authorIdentifierScheme","multiple":false,"typeClass":"controlledVocabulary","value":"ORCID"},"authorIdentifier":{"typeName":"authorIdentifier","multiple":false,"typeClass":"primitive","value":"0000-0002-2097-9784"}},{"authorName":{"typeName":"authorName","multiple":false,"typeClass":"primitive","value":"Steeb, Holger"},"authorAffiliation":{"typeName":"authorAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute of Applied Mechanics (CE) & SC SimTech"},"authorIdentifierScheme":{"typeName":"authorIdentifierScheme","multiple":false,"typeClass":"controlledVocabulary","value":"ORCID"},"authorIdentifier":{"typeName":"authorIdentifier","multiple":false,"typeClass":"primitive","value":"0000-0001-7602-4920"}},{"authorName":{"typeName":"authorName","multiple":false,"typeClass":"primitive","value":"Ressel, Wolfram"},"authorAffiliation":{"typeName":"authorAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute for Road and Transport Science"},"authorIdentifierScheme":{"typeName":"authorIdentifierScheme","multiple":false,"typeClass":"controlledVocabulary","value":"GND"},"authorIdentifier":{"typeName":"authorIdentifier","multiple":false,"typeClass":"primitive","value":"13622556X"}}]},{"typeName":"datasetContact","multiple":true,"typeClass":"compound","value":[{"datasetContactName":{"typeName":"datasetContactName","multiple":false,"typeClass":"primitive","value":"Steeb, Holger"},"datasetContactAffiliation":{"typeName":"datasetContactAffiliation","multiple":false,"typeClass":"primitive","value":"University of Stuttgart, Institute of Applied Mechanics (CE) & SC SimTech"}}]},{"typeName":"dsDescription","multiple":true,"typeClass":"compound","value":[{"dsDescriptionValue":{"typeName":"dsDescriptionValue","multiple":false,"typeClass":"primitive","value":"This data set contains two micro X-ray Computed Tomography (micro-XRCT) data sets resulting from region of interest scans (diameter 58.32 mm, height 46.06 mm) of the center region of a stone mastic asphalt (SMA) drill core. The drill core was scanned with identical scanner settings before (\"reconstructed_20200429_01.tar.gz\") and after (\"reconstructed_20201015_01.tar.gz\") a uniaxial compression test.\n
\nThe sample had a diameter of 75.12 mm and a height of 70.93 mm before, respectively a diameter of 78.05 mm and a height of 67.11 mm after the compression test (measured by caliper). The asphalt mixture is a stone mastic asphalt with a nominal maximum aggregate size (NMAS) of 11 mm (SMA 11 S). It contains diabase aggregates and a 50/70 bitumen binder. The material is described in detail by Hu et al. (2017).
\nThe compression test was performed by controlling the load with the following procedure:
\n