micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3 (doi:10.18419/darus-1834)

View:

Part 1: Document Description
Part 2: Study Description
Part 3: Data Files Description
Part 4: Variable Description
Part 5: Other Study-Related Materials
Entire Codebook

micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3

doi:10.18419/darus-1834

DaRUS

2021-06-07

1

Ruf, Matthias; Teutsch, Tim; Alber, Stefan; Steeb, Holger; Ressel, Wolfram, 2021, "micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3", https://doi.org/10.18419/darus-1834, DaRUS, V1, UNF:6:QoLna7YlKfmQGxjSgS9yUA== [fileUNF]

micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2): sample 2-3

doi:10.18419/darus-1834

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)

Ruf, Matthias

Teutsch, Tim

Steeb, Holger

University of Stuttgart, Institute of Applied Mechanics (CE) - Chair for Continuum-Mechanics

University of Stuttgart - Cluster of Excellence EXC 2075 "SimTech"

University of Stuttgart, Institute for Road and Transport Science

2020

RE 1620/4

DaRUS

Steeb, Holger

micro-XRCT data sets of a stone mastic asphalt drill core before and after a uniaxial compression test (sample 2)

The drill core was part of a large drill core (sample 2), taken from a test track by the "Intstitut of Highway Engineering (ISAC)" at the RWTH Aachen and subsequently cut into three parts (sample 2-1 to 2-3) by the "Institute of Urban and Pavement Engineering" at the Technische Universität Dresden (TUD) for further analysis.

https://doi.org/10.18419/darus-1834

Computer and Information Science, Earth and Environmental Sciences, Engineering, Stone Mastic Asphalt, Micro X-ray Computed Tomography (micro-XRCT), Porous Media

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. <br><br> 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 <a href="https://doi.org/10.1007/s11709-017-0407-9">Hu et al. (2017)</a>.<br><br> The compression test was performed by controlling the displacement with the following procedure:<br> <ul> <li> Starting the measurement at a contact load of 10 N, where the displacement is set to 0 mm.</li> <li> Increasing the displacecment to 0.1 mm (strain around 0.14 %), with a speed of 50 mm/min.</li> <li> Holding the displacement at 0.1 mm for 300 s.</li> <li> 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.</li> <li> 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.</li> </ul> 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".

Image data

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 <a href="https://doi.org/10.1007/s11709-017-0407-9">Hu et al. (2017)</a>.

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 2-1. DaRUS. <a href="https://doi.org/10.18419/darus-1641">https://doi.org/10.18419/darus-1641</a>

<br>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. <a href="https://doi.org/10.18419/darus-1833">https://doi.org/10.18419/darus-1833</a>

Ruf, M., & Steeb, H. (2020). An open, modular, and flexible micro X-ray computed tomography system for research. <em>Review of Scientific Instruments</em>, 91(11), 113102. <a href="https://doi.org/10.1063/5.0019541">https://doi.org/10.1063/5.0019541</a>

Hu, J., Lui, P., & Steinauer, B. (2017). A study on fatigue damage of asphalt mixture under different compaction using 3D-microstructural characteristics. <em>Frontiers of Structural and Civil Engineering</em>, 11, 329-337, <a href="https://doi.org/10.1007/s11709-017-0407-9">https://doi.org/10.1007/s11709-017-0407-9</a>

• Number of cases: 277709

• No. of variables per record: 5

• Type of File: text/tab-separated-values

UNF:6:QoLna7YlKfmQGxjSgS9yUA==

• time[s] - time[s]
• displacement[mm] - displacement[mm]
• load[N] - load[N]
• stress[N/mm^2] - stress[N/mm^2]
• strain[%] - strain[%]

f63058 Location:

Summary Statistics: Mean 5554.160000004007; Min. 0.0; Valid 277709.0; Max. 11108.319805; StDev 3206.7130916276183;

Variable Format: numeric

Notes: UNF:6:6Zdhd7dsHxof0QlUPE+v+w==

f63058 Location:

Summary Statistics: Valid 277709.0; Max. 3.703592; Mean 1.9033709912784404; Min. 1.34E-4; StDev 1.0677767141670027;

Variable Format: numeric

Notes: UNF:6:euGUda2UDN8lX8zwlfq8ug==

f63058 Location:

Summary Statistics: Mean 1933.2736966452069; Min. 6.75; Valid 277709.0; StDev 1193.5779722924115; Max. 7369.549805

Variable Format: numeric

Notes: UNF:6:8rSbapGmGa9/ju5pv2c4zQ==

f63058 Location:

Summary Statistics: Valid 277709.0; Mean 0.4337780038641596; Min. 0.00151453; Max. 1.653541663; StDev 0.26780888354381566;

Variable Format: numeric

Notes: UNF:6:aF2u+uD3391LS7fes3ZBZw==

f63058 Location:

Summary Statistics: Mean 2.694466295638055; StDev 1.5115751899241456; Max. 5.242910532; Min. 1.89694E-4; Valid 277709.0;

Variable Format: numeric

Notes: UNF:6:RFOXQo3jCbVrstPux2epTA==

Label:

reconstructed_20200505_01.tar.gz

Text:

Reconstructed micro-XRCT data set before the uniaxial compression test in 16 bit *.tif file format. 1944x1944x1425 voxels with the uniform voxel size of 30.0 µm.

application/x-gzip

Label:

reconstructed_20201016_01.tar.gz

Text:

Reconstructed micro-XRCT data set after the uniaxial compression test in 16 bit *.tif file format. 1944x1944x1425 voxels with the uniform voxel size of 30.0 µm.

application/x-gzip

Label:

test_procedure.pdf

Text:

Visualization of the compression test procedure, showing the displacement-time-graph and the time-load-graph.

application/pdf