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_20200505_01.tar.gz") and after ("reconstructed_20201016_01.tar.gz") a uniaxial compression test.The sample had a diameter of 75.33 mm and a height of 70.64 mm before, respectively a diameter of 76.71 mm and a height of 67.40 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).The compression test was performed by controlling the displacement with the following procedure: Starting the measurement at a contact load of 10 N, where the displacement is set to 0 mm. Increasing the displacecment to 0.1 mm (strain around 0.14 %), with a speed of 50 mm/min. Holding the displacement at 0.1 mm for 300 s. Increasing the displacement by another 0.1 mm (strain around 0.14 %) to 0.2 mm (strain around 0.28 %), with a speed of 50 mm/min and holding it for 300 s. Repeating the procedure of adding displacements 0.1 mm increments (strain around 0.14 %), until the maximum load of 3.7 mm (strain around 5.24 %) is reached and held for 300 s.During the test, time (s), distance (mm), and load (N) were logged at regular intervals and can be found in "2_3_compression_test_data.csv". A visualization of the test procedure is shown in "test_procedure.pdf".
Ruf, Matthias/University of Stuttgart, Institute of Applied Mechanics (CE), Teutsch, Tim/University of Stuttgart, Institute for Road and Transport Science, Alber, Stefan/University of Stuttgart, Institute for Road and Transport Science, Steeb, Holger/University of Stuttgart, Institute of Applied Mechanics (CE) & SC SimTech, Ressel, Wolfram/University of Stuttgart, Institute for Road and Transport Science
%0 Generic
%1 ruf2021microxrct
%A Ruf, Matthias
%A Teutsch, Tim
%A Alber, Stefan
%A Steeb, Holger
%A Ressel, Wolfram
%D 2021
%K darus mult ubs_10002 ubs_10021 ubs_20002 ubs_20019 ubs_30024 ubs_30027 ubs_30165 ubs_40036 ubs_40399 unibibliografie
%R 10.18419/darus-1834
%T micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3
%X 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_20200505_01.tar.gz") and after ("reconstructed_20201016_01.tar.gz") a uniaxial compression test.The sample had a diameter of 75.33 mm and a height of 70.64 mm before, respectively a diameter of 76.71 mm and a height of 67.40 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).The compression test was performed by controlling the displacement with the following procedure: Starting the measurement at a contact load of 10 N, where the displacement is set to 0 mm. Increasing the displacecment to 0.1 mm (strain around 0.14 %), with a speed of 50 mm/min. Holding the displacement at 0.1 mm for 300 s. Increasing the displacement by another 0.1 mm (strain around 0.14 %) to 0.2 mm (strain around 0.28 %), with a speed of 50 mm/min and holding it for 300 s. Repeating the procedure of adding displacements 0.1 mm increments (strain around 0.14 %), until the maximum load of 3.7 mm (strain around 5.24 %) is reached and held for 300 s.During the test, time (s), distance (mm), and load (N) were logged at regular intervals and can be found in "2_3_compression_test_data.csv". A visualization of the test procedure is shown in "test_procedure.pdf".
@misc{ruf2021microxrct,
abstract = {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_20200505_01.tar.gz") and after ("reconstructed_20201016_01.tar.gz") a uniaxial compression test.The sample had a diameter of 75.33 mm and a height of 70.64 mm before, respectively a diameter of 76.71 mm and a height of 67.40 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).The compression test was performed by controlling the displacement with the following procedure: Starting the measurement at a contact load of 10 N, where the displacement is set to 0 mm. Increasing the displacecment to 0.1 mm (strain around 0.14 %), with a speed of 50 mm/min. Holding the displacement at 0.1 mm for 300 s. Increasing the displacement by another 0.1 mm (strain around 0.14 %) to 0.2 mm (strain around 0.28 %), with a speed of 50 mm/min and holding it for 300 s. Repeating the procedure of adding displacements 0.1 mm increments (strain around 0.14 %), until the maximum load of 3.7 mm (strain around 5.24 %) is reached and held for 300 s.During the test, time (s), distance (mm), and load (N) were logged at regular intervals and can be found in "2_3_compression_test_data.csv". A visualization of the test procedure is shown in "test_procedure.pdf".},
added-at = {2022-06-09T19:15:45.000+0200},
affiliation = {Ruf, Matthias/University of Stuttgart, Institute of Applied Mechanics (CE), Teutsch, Tim/University of Stuttgart, Institute for Road and Transport Science, Alber, Stefan/University of Stuttgart, Institute for Road and Transport Science, Steeb, Holger/University of Stuttgart, Institute of Applied Mechanics (CE) & SC SimTech, Ressel, Wolfram/University of Stuttgart, Institute for Road and Transport Science},
author = {Ruf, Matthias and Teutsch, Tim and Alber, Stefan and Steeb, Holger and Ressel, Wolfram},
biburl = {https://puma.ub.uni-stuttgart.de/bibtex/241036a0f6b86094ecc02a2abd6d54d64/unibiblio},
doi = {10.18419/darus-1834},
howpublished = {Dataset},
interhash = {8f6da9c4175b24c7f219954c5acf55fb},
intrahash = {41036a0f6b86094ecc02a2abd6d54d64},
keywords = {darus mult ubs_10002 ubs_10021 ubs_20002 ubs_20019 ubs_30024 ubs_30027 ubs_30165 ubs_40036 ubs_40399 unibibliografie},
orcid-numbers = {Ruf, Matthias/0000-0003-0299-5921, Teutsch, Tim/0000-0003-3304-9321, Alber, Stefan/0000-0002-2097-9784, Steeb, Holger/0000-0001-7602-4920},
timestamp = {2023-11-03T12:07:53.000+0100},
title = {micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3},
year = 2021
}