{"dcterms:modified":"2023-12-09","dcterms:creator":"DaRUS","@type":"ore:ResourceMap","@id":"https://darus.uni-stuttgart.de/api/datasets/export?exporter=OAI_ORE&persistentId=https://doi.org/10.18419/darus-1641","ore:describes":{"citation:project":{"citation:projectName":"DFG Forschungsgruppe FOR2089"},"relatedDatasets":["Ruf, M., Teutsch, T., Alber, S., Ressel, W., & Steeb, H. (2021). micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-2. DaRUS. https://doi.org/10.18419/darus-1833","
Ruf, M., Teutsch, T., Alber, S., Ressel, W., & Steeb, H. (2021). micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3. DaRUS. https://doi.org/10.18419/darus-1834"],"citation:productionDate":"2020","kindOfData":"Image data","citation:productionPlace":"University of Stuttgart, Institute of Applied Mechanics (CE), Stuttgart, 70569, Germany","otherReferences":["Ruf, M., & Steeb, H. (2020). An open, modular, and flexible micro X-ray computed tomography system for research. Review of Scientific Instruments, 91(11), 113102. https://doi.org/10.1063/5.0019541","Hu, J., Lui, P., & Steinauer, B. (2017). A study on fatigue damage of asphalt mixture under different compaction using 3D-microstructural characteristics. Frontiers of Structural and Civil Engineering, 11, 329-337, https://doi.org/10.1007/s11709-017-0407-9"],"citation:relatedMaterial":"The material is a stone mastic asphalt with a nominal maximum aggregate size 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).","title":"micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-1","processInstru":[{"processInstruName":"micro-XRCT system","processInstruDescr":"Ruf, M., & Steeb, H. (2020). An open, modular, and flexible micro X-ray computed tomography system for research. Review of Scientific Instruments, 91(11), 113102. https://doi.org/10.1063/5.0019541","process:processInstruType":"Calibration: \"Dexela1512_v2019-11-25\" for \"1\" and \"Dexela1512_v2020-09-03\" for \"2\""},{"processInstruName":"X-ray source","process:processInstruType":"FineTec FORE 180.01C TT"},{"processInstruName":"Detector","process:processInstruType":"PerkinElmer Dexela 1512 with GOS-based DRZ-Standard scintillator"},{"processInstruName":"Stage X-Axis","process:processInstruType":"Owis LIMES 170-1000-3HSM"},{"processInstruName":"Stage Y-Axis","process:processInstruType":"Standa 8MT167-25LS-MEn1"},{"processInstruName":"Stage Z-axis","process:processInstruType":"Owis HVM-100-30-HSM-MS"},{"processInstruName":"Stage x-axis","process:processInstruType":"Newport M423 stage with Nanotec ST2018L0804-A stepper motor"},{"processInstruName":"Stage y-axis","process:processInstruType":"Newport M423 stage with Nanotec ST2018L0804-A stepper motor"},{"processInstruName":"Stage 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Matthias","citation:authorAffiliation":"University of Stuttgart, Institute of Applied Mechanics (CE)","authorIdentifierScheme":"ORCID","authorIdentifier":"0000-0003-0299-5921"},{"citation:authorName":"Teutsch, Tim","citation:authorAffiliation":"University of Stuttgart, Institute for Road and Transport Science","authorIdentifierScheme":"ORCID","authorIdentifier":"0000-0003-3304-9321"},{"citation:authorName":"Alber, Stefan","citation:authorAffiliation":"University of Stuttgart, Institute for Road and Transport Science","authorIdentifierScheme":"ORCID","authorIdentifier":"0000-0002-2097-9784"},{"citation:authorName":"Steeb, Holger","citation:authorAffiliation":"University of Stuttgart, Institute of Applied Mechanics (CE) & SC SimTech","authorIdentifierScheme":"ORCID","authorIdentifier":"0000-0001-7602-4920"},{"citation:authorName":"Ressel, Wolfram","citation:authorAffiliation":"University of Stuttgart, Institute for Road and Transport Science","authorIdentifierScheme":"GND","authorIdentifier":"13622556X"}],"process:processMethodsPar":[{"process:processMethodsParName":"Geometric magnification","process:processMethodsParValue":"2.49333","process:processMethodsParUnit":"-"},{"process:processMethodsParName":"Source detector distance \"1\"","process:processMethodsParValue":"993.74973","process:processMethodsParUnit":"mm"},{"process:processMethodsParName":"Source detector distance \"2\"","process:processMethodsParValue":"1000.29180","process:processMethodsParUnit":"mm"},{"process:processMethodsParName":"Source object distance \"1\"","process:processMethodsParValue":"398.56289","process:processMethodsParUnit":"mm"},{"process:processMethodsParName":"Source object distance \"2\"","process:processMethodsParValue":"401.18650","process:processMethodsParUnit":"mm"},{"process:processMethodsParName":"X-ray tube 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\"1\"","process:processMethodsParValue":"210450","process:processMethodsParUnit":"counts"},{"process:processMethodsParName":"Position detector Y-axis \"2\"","process:processMethodsParValue":"296700","process:processMethodsParUnit":"counts"},{"process:processMethodsParName":"Position detector Z-axis \"1\"","process:processMethodsParValue":"197900","process:processMethodsParUnit":"counts"},{"process:processMethodsParName":"Position detector Z-axis \"1\"","process:processMethodsParValue":"296800","process:processMethodsParUnit":"counts"}],"citation:producer":[{"citation:producerName":"University of Stuttgart, Institute of Applied Mechanics (CE) - Chair for Continuum-Mechanics","citation:producerURL":"https://www.mib.uni-stuttgart.de/en"},{"citation:producerName":"University of Stuttgart - Cluster of Excellence EXC 2075 \"SimTech\"","citation:producerURL":"https://www.simtech.uni-stuttgart.de"},{"citation:producerName":"University of Stuttgart, Institute for Road and Transport Science","citation:producerURL":"https://www.isv.uni-stuttgart.de/sus"}],"contributor":[{"citation:contributorType":"Data Collector","citation:contributorName":"Ruf, Matthias"},{"citation:contributorType":"Data Collector","citation:contributorName":"Teutsch, Tim"},{"citation:contributorType":"Rights Holder","citation:contributorName":"Steeb, Holger"}],"engMetaMeasuredVar":[{"engMetaMeasuredVarName":"time","engMetaMeasuredVarSymbol":"t","engMetaMeasuredVarUnit":"s"},{"engMetaMeasuredVarName":"displacement","engMetaMeasuredVarSymbol":"s","engMetaMeasuredVarUnit":"mm"}],"citation:keyword":[{"citation:keywordValue":"Stone Mastic Asphalt","citation:keywordVocabulary":"Wikidata","citation:keywordVocabularyURI":"https://www.wikidata.org/wiki/Q3495596"},{"citation:keywordValue":"Micro X-ray Computed Tomography (micro-XRCT)","citation:keywordVocabulary":"Wikidata","citation:keywordVocabularyURI":"https://www.wikidata.org/wiki/Q3042540"},{"citation:keywordValue":"Porous Media","citation:keywordVocabulary":"Wikidata","citation:keywordVocabularyURI":"https://www.wikidata.org/wiki/Q3271208"}],"process:processMethods":[{"processMethodsName":"Standard cone beam scanning of the centered sample","process:processMethodsPars":"All method parameters with count \"1\" and no count number"},{"processMethodsName":"Standard cone beam scanning of the centered sample","process:processMethodsPars":"All method parameters with count \"2\" and no count number"}],"grantNumber":{"citation:grantNumberAgency":"Deutsche Forschungsgemeinschaft (DFG, German Research Foundation)","citation:grantNumberValue":"RE 1620/4"},"EngMeta:engMetaComp":{"EngMeta:engMetaCompName":"Stone mastic asphalt","EngMeta:engMetaCompQuantity":"Cylindrical drill core with 75.12 mm diameter and 70.93 mm length"},"EngMeta:engMetaControlledVar":{"EngMeta:engMetaControlledVarName":"load","EngMeta:engMetaControlledVarSymbol":"F","engMetaControlledVarUnit":"N"},"citation:dsDescription":{"citation:dsDescriptionValue":"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