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22 results for “Cement paste”

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zenodo44/100

Data for: Deriving early hydration cement paste phase assemblage, microstructure development and elastic properties using thermodynamic simulation and multi-scale material modeling

<h2>Description</h2> <p>DATA REPOSITORY FOR</p> <p>Title:&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Deriving early hydration cement paste phase assemblage, microstructure development and elastic properties using thermodynamic simulation and <br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; multi-scale material modeling<br>By:&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;Eva J&auml;gle, Jithender J. Timothy, Daniel Jansen, Alisa Machner<br>Accepted by:&nbsp; Cement and Concrete Research</p> <p>This dataset presents the data of the paper 'Deriving early hydration cement paste phase assemblage, microstructure development and elastic properties using thermodynamic simulation and multi-scale material modeling' submitted to and accepted by Cement and Concrete Research. The dataset follows the structure of the paper such that the calculations described therein can be reproduced.</p> <p>Data is available on three types of cement: Two ordinary Portland cements of different grinding fineness (CEM I 42.5 R und CEM I 52.5 R) and one limestone-containing blended cement (CEM II/A-LL 42.5 R). The data refer to the first 24 hours of hydration and temperature conditions of 20&deg;C (for CEM I 42.5 R, CEM I 52.5 R, CEM II/A-LL 42.5 R) and 35&deg;C (for CEM I 52.5 R). All data were retrieved for cement pastes with a water-to-cement ratio of 0.45.</p> <p>The dataset contains raw and processed data from quantitative X-ray diffraction, 5PL cement dissolution fitting, thermodynamic simulation with GEMS, multi-scale material modeling, ultrasonic testing and Vicat penetration tests. The data is mainly available in .xlsx files together with short descriptions in ReadMe.txt files.</p>

opencc-by-4.0Dec 2023View details →
zenodo44/100

Data set for "Quantification of amorphous siliceous fly ash in hydrating blended cement pastes by X-ray powder diffraction"

<p>The main data is XRD patterns originally collected as xrdml and converted into rd format.</p> <p>The data set for the manuscript:</p> <p>Quantification of amorphous siliceous fly ash in hydrating blended cement pastes by X-ray powder diffraction</p> <p>Xuerun Li<sup>a</sup>, Ruben Snellings<sup>b</sup> and Karen L. Scrivener<sup>a</sup></p> <p><sup>a</sup>Laboratory of Construction Materials, Swiss Federal Institute of Technology in Lausanne (EPFL), Station 12, CH-1015 Lausanne, Switzerland</p> <p><sup>b</sup>Sustainable Materials Management, Flemish Institute of Technological Research (VITO), Boeretang 200, 2400 Mol, Belgium<br> &nbsp;</p>

opencc-by-4.0Jul 2019View details →
zenodo40/100

Dataset for publication Sikora P., El-Khayatt A.M., Saudi H.A., Liard M., Lootens D., Chung S.-Y., Woliński P., Abd Elrahman M. Rheological, mechanical, microstructural and radiation shielding properties of cement pastes containing magnetite (Fe3O4) nanoparticles. International Journal of Concrete Structures and Materials (2023), 17, 7

<p>Open dataset for publication&nbsp; Sikora P., El-Khayatt A.M., Saudi H.A., Liard M., Lootens D., Chung S.-Y., Woliński P., Abd Elrahman M. Rheological, mechanical, microstructural and radiation shielding properties of cement pastes containing magnetite (Fe3O4) nanoparticles. International Journal of Concrete Structures and Materials (2023), 17, 7. https://doi.org/10.1186/s40069-022-00568-y</p> <p>File 1 - X-ray diffractogram and particle size distribution (laser granulometry) data - *.opju (Origin)<br> File 2 - Rheological test results - *.opju (Origin)<br> File 5 - Mechanical peformance (early strength - ultrasounds and compressive strength) and density test results - *.opju (Origin)<br> File 4 - Mercury intrusion porosimetry test data - *.opju (Origin)</p>

opencc-by-4.0Dec 2022View details →
zenodo36/100

Dataset for NMR quadrature echo and T1 saturation recovery pulse sequences underlying the publication 'On the quantification of solid phases in hydrated cement paste by 1H nuclear magnetic resonance relaxometry'

<p>This record comprises the datasets of combined 1H NMR quadrature echo and T1 saturation recovery pulse sequences underlying the publication &ldquo;On the quantification of solid phases in hydrated cement paste by 1H nuclear magnetic resonance relaxometry&rdquo; by Robert Schulte Holthausen &amp; Peter J. McDonald, Cement and Concrete Research, https://doi.org/10.1016/j.cemconres.2020.106095.</p> <p><br> In this work different solid phases, important to cement paste hydration, are investigated with low-field bench top 1H nuclear magnetic resonance with a view to developing an alternate characterisation methodology that requires minimal invasive or destructive sample preparation.</p> <p><br> A combination of the well-established quadrature echo pulse sequence with variable pulse gap together with a T1 saturation recovery quadrature echo pulse sequence is used.</p>

opencc-by-4.0May 2020View details →
zenodo36/100

[Raw data collection] - Granular skeleton optimisation and influence of the cement paste content in bio-based oyster shell mortar with 100% aggregate replacement

<h1>Raw data collection</h1> <h2>Associated paper information</h2> <p>- Year: 2024&nbsp;<br>- Journal: Sustainability <br>- DOI/link: https://doi.org/10.3390/su16062297&nbsp;<br>- Title: Granular skeleton optimisation and influence of the cement paste content in bio-based oyster shell mortar with 100% aggregate replacement &nbsp;<br>- Authors: Ana Cl&aacute;udia Pinto Dab&eacute;s Guimar&atilde;es (1,2), Olivier Nouailletas (3), C&eacute;line Perlot (2,3,4) and David Gr&eacute;goire (1,3,4,*)&nbsp;&nbsp;<br>- Affiliation:&nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(1) Universite de Pau et des Pays de l&rsquo;Adour, E2S UPPA, CNRS, LFCR, Anglet, France,&nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(2) Universite de Pau et des Pays de l&rsquo;Adour, E2S UPPA, SIAME, Anglet, France,&nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(3) Universite de Pau et des Pays de l&rsquo;Adour, E2S UPPA, ISA BTP, Anglet, France,&nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;(4) Institut Universitaire de France, Paris, France,&nbsp;<br>&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;* Correspondence: david.gregoire@univ-pau.fr</p>

opencc-by-4.0Mar 2024View details →
zenodo36/100

Dataset for "X-ray near-field ptychographic nanoimaging of cement pastes" paper

<p>Dataset for paper (doi:) with the abstract: "The hydration processes of Portland cements (PC) and blends are complicated as there are many components with great heterogeneity at different length scales. Thus, 3D nanoimaging techniques with high spatial resolution and scanning large fields of view are needed. Here, synchrotron X-ray near-field ptychographic tomography is used to investigate four pastes within 0.2 mm thick capillaries: PC with CaCl2, PC hydration enhanced by C-S-H nucleation seeding, PC partly substituted with metakaolin, and PC partly substituted with metakaolin and limestone. Data analysis emphasis has been placed on the characterisation of amorphous components: (i) C-S-H and C-A-S-H gels; (ii) iron aluminium siliceous hydrogarnets; (iii) metakaolin; and (iv) aluminium carboaluminate, AFm-like. Synchrotron ptychotomography yields electron density and absorption coefficient tomograms and the resulting bivariate plots are instrumental for characterising these amorphous components. The attained spatial resolution, ~220 nm, with very good contrast allowed us to determine nanofeatures including mass densities and spatial distributions of amorphous components. For instance, the C-S-H gel mass density differences between the two type of accelerated pastes are detailed."</p>

opencc-by-4.0Jul 2024View details →
zenodo36/100

Ptychographic X-ray computed tomography data for three Portland cement pastes

<p>Mortars and concretes are ubiquitous materials with very complex hierarchical microstructures. To fully understand their main properties and to decrease their CO<sub>2</sub> footprints, a sound description of their (spatially-resolved) mineralogy is compulsory. Developing this knowledge is very challenging as about half of the volume of hydrated cement is a nanocrystalline component, calcium-silicate-hydrate (C-S-H gel). Furthermore, other poorly crystalline phases (e.g. iron-siliceous hydrogarnet or silica oxide) may coexist which are even more difficult to characterise. Traditional spatially-resolved techniques like electron microscopies involve complex sample preparation steps that often lead to artefacts (e.g. dehydration and microstructural changes). Here, we have used synchrotron ptychographic tomography for obtaining spatially-resolved information on three unaltered representative samples: neat Portland paste, Portland-calcite and Portland-fly ash blend pastes with spatial resolution below 100 nm in samples of up to 5&times;10<sup>4</sup> mm<sup>3</sup> of volume. For the neat Portland paste, the ptychotomographic study gave densities of 2.11 and 2.52 gcm<sup>-3</sup> and contents of 41.1 and 6.4 vol% for nanocrystalline C-S-H gel and poorly crystalline iron-siliceous hydrogarnet, respectively. Furthermore, the spatially-resolved volumetric mass density information has allowed to characterise inner product and outer product C-S-H gels. The average density of inner product C-S-H is smaller than that of outer product and its variability larger. Full characterisation of the pastes, including segmentation of the different components, is reported and the contents are compared with the results obtained by thermodynamical modelling.</p> <p>&nbsp;</p> <p>&nbsp;</p> <p>&nbsp;</p> <p>Ptychographic X-ray computed tomography provides 3D electron mass density and attenuation coefficient distributions of unaltered cement pastes with an isotropic resolution below 100 nm. This imaging technique allows quantitatively distinguishing between different components with very similar absorption contrast.</p> <p>Samples were measured at the cSAXS beamline: i) a neat Portland Cement (PC); ii) a PC-CC blend: 80 wt% of PC and 20 wt% of CaCO<sub>3</sub>, and iii) a PC-FA blend: 70 wt% of PC and 30 wt% of fly ash. The main aim of this study is to have a better insight of the microstructure of the amorphous/nanocrystalline gels with submicrometer spatial resolution. It is worth noting that it is possible to determine the gel mass density and water content within the attained 3D resolution (about 100 nm).</p> <p>Here, we focused on the spatial distribution of the different components and in the variation of the electron density values which are very related to the mass density values. Special attention is paid to the density values of the amorphous (or nanocrystalline) components. The electron and mass density values of the C-S-H gel for three pastes are thoroughly analyzed. The density values range from 2.05-2.10 g&middot;cm<sup>-3</sup> for high density C-S-H gel for neat PC and PC-CC pastes to 1.80 g<sup>.</sup>cm<sup>-3</sup> for low density C-S-H gel in PC-FA paste. The density value of poorly crystalline iron-siliceous hydrogarnet component, r=2.52 g&middot;cm<sup>-3</sup>, has also been determined.</p> <p>A summary of our ongoing research focused on the analyses of cement pastes by synchrotron PXCT is reported and discussed.</p> <p>&nbsp;</p> <p>&nbsp;</p> <p>&nbsp;</p> <p><strong>PC sample:</strong></p> <p>tomo_beta_S02536_to_S03341_Hann_freqscl_0.35_0xxx</p> <p>tomo_delta_S02536_to_S03341_Hann_freqscl_1.00_0xxx</p> <p>&nbsp;</p> <p><strong>PC-CC sample:</strong></p> <p>tomo_beta_S04692_to_S06001_Hann_freqscl_0.35_0xxx</p> <p>tomo_delta_S04692_to_S06001_Hann_freqscl_1.00_0xxx</p> <p>&nbsp;</p> <p><strong>PC-FA sample:</strong></p> <p>tomo_beta_S03351_to_S04661_Hann_freqscl_0.35_0xxx</p> <p>tomo_delta_S03351_to_S04661_Hann_freqscl_1.00_0xxx</p> <p>&nbsp;</p> <p>&nbsp;</p>

opencc-by-4.0Jan 2019View details →
zenodo36/100

Isothermal calorimetry data of seawater-mixed cement pastes produced with binary and ternary blended binder composition with fly ash, slag, metakaolin, and limestone

<p>The following file consists of data and its metadata from the published article Rathnarajan et al., (2024) Comprehensive evaluation of early-age hydration and compressive strength development in seawater-mixed binary and ternary cementitious systems published in Archives of Civil and Mechanical Engineering.&nbsp;</p> <p>Metadata file: metadata_calorimetry.xlsx consists of the details of file name, operator of equipment, test starting to completion time, number of hours, and notation of the mix-IDs according to the paper. &nbsp;</p> <p>In 11 data files in xlsx format, the heat flow and cumulative heat generated up to 7 days for the various binder combinations produced with CEM I, fly ash, metakaolin, slag, and limestone are presented. &nbsp;Along with that normalized heat flow and normalized cumulative heat with respec to time up to 7 days were included. &nbsp;The following are the data file names in .xlsx format included along with this zip file. &nbsp;</p> <p>P1-P8.xlsx<br>P9-P14.xlsx<br>P15-P18.xlsx<br>P19-P24.xlsx<br>P25-28.xlsx<br>P29-30-43-46.xlsx<br>P33_34-P39-41.xlsx<br>P47-P52.xlsx<br>P53-P58.xlsx<br>P59-P64.xlsx<br>P65-P70.xlsx</p> <p>The following files can be accessed with the pacakge Microsoft excel and data can be used for further analysis.&nbsp;</p>

opencc-by-4.0Apr 2024View details →
zenodo36/100

Dataset: Stability of hemicarbonate under cement paste-like conditions

<p>Data, and scripts (analysis, plots) to go with the publication:</p> <p><br> Stability of hemicarbonate under cement paste-like conditions<br> Fabien Georget (a,1,&lowast;), Barbara Lothenbach (b) , William Wilson (a,c) , Franco Zunino (a) Karen L. Scrivener (a)</p> <p>a: aboratory&nbsp; of Construction Materials, LMC, EPFL-STI-IMX, Station 12, CH-1015<br> Lausanne, Switzerland<br> b: Empa, Concrete &amp; Asphalt Laboratory, Dübendorf, Switzerland<br> c: Sherbrooke University, Sherbrooke, Quebec, Canada</p> <p>1: current address: Institute of Building Materials Research, RWTH Aachen, Aachen, Germany</p> <p>* corresponding author</p> <p>To be submitted to Cement and Concrete Research</p> <p>&nbsp;</p>

opencc-by-4.0Jul 2021View details →
zenodo36/100

Three-dimensional dataset of hydrating cement paste (CEM I Ladce, 273 m^2/kg Blaine, w/c=0.50) in TIFF format

<p>A detailed description of this dataset can be found in <a href="https://doi.org/10.1016/j.dib.2023.108903">https://doi.org/10.1016/j.dib.2023.108903</a><a href="https://doi.org/10.1016/j.dib.2023.108903">.</a></p> <p>This dataset contains a collection of digitized three-dimensional hardened cement paste microstructures obtained from X-ray micro-computed tomography, screened after approx. 1, 2, 3, 4, 7, 14, and 28 days of elapsed hydration at 20˚C in saturated conditions. Each paste specimen had a cylindrical shape (with a diameter of ~1 mm) and was screened at a designated time (as specified in the file name, e.g. &ldquo;t23hrs&rdquo;=23 hours of elapsed hydration) and finally saved as an uncompressed and unprocessed *.tif greyscale image data file in 16-bit image depth (as unsigned integers) using a little-endian byte sequence.</p> <p>The dataset contains two sets of images:</p> <p>- &ldquo;full-sized&rdquo; digital images stored in a three-dimensional voxel-based matrix with a fixed size of 1100x1100x1100 voxels, denoted as &ldquo;CEM_I_Ladce_*&rdquo; in the file name; each file size amounts to ~2.5 GB and contains the whole screened specimen with a variable voxel size in the range 1.0913 &minus; 1.1174 &micro;m depending on the particular specimen (as specified in the file name, e.g. &ldquo;1d1174um&rdquo;=1.1174 &micro;m/voxel)</p> <p>- smaller image subvolumes, denoted as Region Of Interest (ROI), extracted from the interior of the full-sized specimen from an arbitrary location, and denoted as &ldquo;filteredROI_*&rdquo; in the file name; this cropped ROI has a cubic shape and stores a three-dimensional voxel-based matrix with a fixed size of 500x500x500 &micro;m<sup>3</sup> constituted by a variable voxel count (given the fluctuating voxel size for each specimen, see above). Both the exact voxel count (i.e. three-dimensional matrix dimensions) and voxel size are further specified in each file name. A sequence of imaging filters was sequentially applied to this ROI to further enhance the contrast among the different microstructural phases, see <a href="https://doi.org/10.1016/j.cemconcomp.2022.104798">10.1016/j.cemconcomp.2022.104798</a> for details.</p> <p>Note that the same dataset stored in *raw format is available from <a href="https://doi.org/10.5281/zenodo.7193819">https://doi.org/10.5281/zenodo.7193819</a></p>

opencc-by-4.0Oct 2022View details →
zenodo36/100

Three-dimensional dataset of hydrating cement paste (CEM I Ladce, 273 m^2/kg Blaine, w/c=0.35) in TIFF format

<p>A detailed description of this dataset can be found in <a href="https://doi.org/10.1016/j.dib.2023.108903">https://doi.org/10.1016/j.dib.2023.108903</a><a href="https://doi.org/10.1016/j.dib.2023.108903">.</a></p> <p>This dataset contains a collection of digitized three-dimensional hardened cement paste microstructures obtained from X-ray micro-computed tomography, screened after approx. 1, 2, 3, 4, 7, 14, and 28 days of elapsed hydration at 20˚C in saturated conditions. Each paste specimen had a cylindrical shape (with a diameter of ~1 mm) and was screened at a designated time (as specified in the file name, e.g. &ldquo;t23hrs&rdquo;=23 hours of elapsed hydration) and finally saved as an uncompressed and unprocessed *.tif greyscale image data file in 16-bit image depth (as unsigned integers) using a little-endian byte sequence.</p> <p>The dataset contains two sets of images:</p> <p>- &ldquo;full-sized&rdquo; digital images stored in a three-dimensional voxel-based matrix with a fixed size of 1100x1100x1100 voxels, denoted as &ldquo;CEM_I_Ladce_*&rdquo; in the file name; each file size amounts to ~2.5 GB and contains the whole screened specimen with a variable voxel size in the range 1.0913 &minus; 1.1174 &micro;m depending on the particular specimen (as specified in the file name, e.g. &ldquo;1d1174um&rdquo;=1.1174 &micro;m/voxel)</p> <p>- smaller image subvolumes, denoted as Region Of Interest (ROI), extracted from the interior of the full-sized specimen from an arbitrary location, and denoted as &ldquo;filteredROI_*&rdquo; in the file name; this cropped ROI has a cubic shape and stores a three-dimensional voxel-based matrix with a fixed size of 500x500x500 &micro;m<sup>3</sup> constituted by a variable voxel count (given the fluctuating voxel size for each specimen, see above). Both the exact voxel count (i.e. three-dimensional matrix dimensions) and voxel size are further specified in each file name. A sequence of imaging filters was sequentially applied to this ROI to further enhance the contrast among the different microstructural phases, see <a href="https://doi.org/10.1016/j.cemconcomp.2022.104798">10.1016/j.cemconcomp.2022.104798</a> for details.</p> <p>Note that the same dataset stored in *raw format is available from <a href="https://doi.org/10.5281/zenodo.7193808">https://doi.org/10.5281/zenodo.7193808</a></p>

opencc-by-4.0Oct 2022View details →
zenodo36/100

Three-dimensional dataset of hydrating cement paste (CEM I Ladce, 391 m^2/kg Blaine, w/c=0.50) in TIFF format

<p>A detailed description of this dataset can be found in <a href="https://doi.org/10.1016/j.dib.2023.108903">https://doi.org/10.1016/j.dib.2023.108903</a><a href="https://doi.org/10.1016/j.dib.2023.108903">.</a></p> <p>This dataset contains a collection of digitized three-dimensional hardened cement paste microstructures obtained from X-ray micro-computed tomography, screened after approx. 1, 2, 3, 4, 7, 14, and 28 days of elapsed hydration at 20˚C in saturated conditions. Each paste specimen had a cylindrical shape (with a diameter of ~1 mm) and was screened at a designated time (as specified in the file name, e.g. &ldquo;t23hrs&rdquo;=23 hours of elapsed hydration) and finally saved as an uncompressed and unprocessed *.tif greyscale image data file in 16-bit image depth (as unsigned integers) using a little-endian byte sequence.</p> <p>The dataset contains two sets of images:</p> <p>- &ldquo;full-sized&rdquo; digital images stored in a three-dimensional voxel-based matrix with a fixed size of 1100x1100x1100 voxels, denoted as &ldquo;CEM_I_Ladce_*&rdquo; in the file name; each file size amounts to ~2.5 GB and contains the whole screened specimen with a variable voxel size in the range 1.0913 &minus; 1.1174 &micro;m depending on the particular specimen (as specified in the file name, e.g. &ldquo;1d1174um&rdquo;=1.1174 &micro;m/voxel)</p> <p>- smaller image subvolumes, denoted as Region Of Interest (ROI), extracted from the interior of the full-sized specimen from an arbitrary location, and denoted as &ldquo;filteredROI_*&rdquo; in the file name; this cropped ROI has a cubic shape and stores a three-dimensional voxel-based matrix with a fixed size of 500x500x500 &micro;m<sup>3</sup> constituted by a variable voxel count (given the fluctuating voxel size for each specimen, see above). Both the exact voxel count (i.e. three-dimensional matrix dimensions) and voxel size are further specified in each file name. A sequence of imaging filters was sequentially applied to this ROI to further enhance the contrast among the different microstructural phases, see <a href="https://doi.org/10.1016/j.cemconcomp.2022.104798">10.1016/j.cemconcomp.2022.104798</a> for details.</p> <p>Note that the same dataset stored in *raw format is available from <a href="https://doi.org/10.5281/zenodo.7193798">https://doi.org/10.5281/zenodo.7193798</a></p>

opencc-by-4.0Oct 2022View details →
zenodo36/100

Ultrasonic Pulse Transmission Tests: Datasets - Test Series 4, Cement Paste at Early Stages

<p>The test series was created to receive information about the impact of the behaviour of the piezoelectric shear wave sensor on the measurement results of ultrasonic transmission tests performed on cement pastes at early stages. The approach for the test series was to vary the parameters water-cement-ratio and pulse-width. This results in a two-dimensional test parameter grid (water-cement-ratio versus pulse-width). Tests were performed for each grid point in order to receive information needed to optimize the pulse width for the shear wave sensors, but also a possible dependency between material behaviour and pulse-width. The materials tested were blends from ordinary Portland cement and tap water. The test methods used were ultrasonic pulse transmission method with combined compression- and shear wave measurements, gravimetric density tests (fresh paste density, solid specimen density) and hydration temperature tests. All test data and metadata are summarized into datasets using GNU Octave&#39;s open binary file format.</p>

opencc-by-4.0Jul 2023View details →
zenodo36/100

Ultrasonic Pulse Transmission Tests: Datasets - Test Series 1, Cement Paste at Early Stages

<p>The test series was created to receive information about the material behaviour of cement pastes at early stages. The approach for this test series was to vary the parameters water-cement-ratio and distance-between-actuator-and-sensor. This results in a two-dimensional test parameter grid (water-cement-ratio versus distance-between-actuator-and-sensor). For each point of the parameter grid, tests were performed several times to check the stability of the testing method. The materials tested were blends from ordinary Portland cement and tap water. The test methods used were ultrasonic pulse transmission method with combined compression- and shear wave measurements, gravimetric density tests (fresh paste density, solid specimen density) and hydration temperature tests. All test data and metadata are summarized into datasets using GNU Octave&#39;s open binary file format.</p>

opencc-by-4.0Jul 2023View details →
zenodo32/100

Dataset for "Sorption, anomalous water transport and dynamic porosity in cement paste: A spatially localised 1H NMR relaxation study and a proposed mechanism"

<p>This record is the dataset for Figures 4, 5, 6, 7, 8 and 9 in the journal article &quot;Sorption, anomalous water transport and dynamic porosity in cement paste: A spatially localised 1H NMR relaxation study and a proposed mechanism&quot; published in Cement and Concrete Research, Volume 133, July 2020, 106045, https://doi.org/10.1016/j.cemconres.2020.106045.</p> <p>Abstract: The link between anomalous water sorption and dynamic porosity in cement pastes is explored using spatially resolved GARField1H nuclear magnetic resonance (NMR) relaxation analysis. A model is developed in which the effective capillary diffusion coefficient is dependent on the instantaneous pore size distribution. This and earlier data show changes in pore size distribution resultant from changes in saturation that do not occur instantaneously with changes in degree of saturation. Therefore, it is assumed that the pore size distribution is always relaxing exponentially towards a (saturation dependent) equilibrium. It follows that the diffusivity is sample history (i.e. time) dependent as well as saturation dependent. This is sufficient to explain anomalies in rapid capillary water sorption. The same concepts are applied to slow drying. In this case, porosity changes occur on a timescale much shorter than drying so the system is always in dynamic equilibrium and anomalies are therefore not seen.</p>

opencc-by-4.0Oct 2020View details →
zenodo32/100

Data of "Distribution of porosity surrounding a microfiber in cement paste"

Open the record for dataset details and reuse information.

opencc-by-4.0Nov 2023View details →
zenodo32/100

Micromechanics of dental cement paste

<p>These zipped folders contains underlying raw data, figures, and codes used for analyses in Dohnalik et al, Journal of the Mechanical Behavior of Biomedical Materials, 124, (2021) 104863,&nbsp;<a href="https://doi.org/10.1016/j.jmbbm.2021.104863">https://doi.org/10.1016/j.jmbbm.2021.104863</a>. The contents of the individual folders are described in the &quot;README.txt&quot; files; they are located in each zipped folder.</p> <p>The data were produced as part of the work carried out at the Vienna University of Technology (TU Wien), AT, under the EC H2020-MSCA-ITN project &lsquo;ERICA: Engineered Calcium-Silicate-Hydrates for Applications&rsquo;, Grant Agreement No. 764691 (November 2017 &ndash; February 2022).</p>

opencc-by-4.0Oct 2021View details →
zenodo32/100

Dataset: Insights on chemical and physical chloride binding in blended-cement pastes

<p>Raw&nbsp;and analysed results to go with the publication:</p> <p>&nbsp;</p> <p><strong>Insights on chemical and physical chloride binding in blended-cement pastes</strong></p> <p><strong>William Wilson<sup>a,b,*</sup>, Julien Nicolas Gonthier<sup>a</sup>, Fabien Georget<sup>a,c</sup>, Karen L. Scrivener<sup>a</sup></strong></p> <p><strong>Cement and Concrete Research, Volume 156, June 2022, 106747</strong></p> <p>&nbsp;</p> <p><sup>a</sup>Laboratory of Construction Materials, EPFL, 1015 Lausanne, Switzerland&nbsp;</p> <p><sup>b</sup>Universit&eacute; de Sherbrooke, Sherbrooke, QC, Canada&nbsp;</p> <p><sup>c</sup>Institute of Building Materials Research, RWTH Aachen, Aachen, Germany</p> <p>&nbsp;</p> <p>*Corresponding author: william.wilson@usherbrooke.ca</p>

opencc-by-4.0Mar 2022View details →
zenodo32/100

Dataset - Impact of alkalis and shrinkage-reducing admixtures on hydration and pore structure of hardened cement pastes

<p>XRD and TGA data for cement pastes at various content of alkali and SRA at ages of 7 days to 1 year.</p>

opencc-by-4.0Jul 2024View details →
zenodo28/100

Three-dimensional dataset of hydrating cement paste (CEM I Ladce, 391 m^2/kg Blaine, w/c=0.35) in TIFF format

<p>A detailed description of this dataset can be found in <a href="https://doi.org/10.1016/j.dib.2023.108903">https://doi.org/10.1016/j.dib.2023.108903.</a></p> <p>This dataset contains a collection of digitized three-dimensional hardened cement paste microstructures obtained from X-ray micro-computed tomography, screened after approx. 1, 2, 3, 4, 7, 14, and 28 days of elapsed hydration at 20˚C in saturated conditions. Each paste specimen had a cylindrical shape (with a diameter of ~1 mm) and was screened at a designated time (as specified in the file name, e.g. &ldquo;t23hrs&rdquo;=23 hours of elapsed hydration) and finally saved as an uncompressed and unprocessed *.tif greyscale image data file in 16-bit image depth (as unsigned integers) using a little-endian byte sequence.</p> <p>The dataset contains two sets of images:</p> <p>- &ldquo;full-sized&rdquo; digital images stored in a three-dimensional voxel-based matrix with a fixed size of 1100x1100x1100 voxels, denoted as &ldquo;CEM_I_Ladce_*&rdquo; in the file name; each file size amounts to ~2.5 GB and contains the whole screened specimen with a variable voxel size in the range 1.0913 &minus; 1.1174 &micro;m depending on the particular specimen (as specified in the file name, e.g. &ldquo;1d1174um&rdquo;=1.1174 &micro;m/voxel)</p> <p>- smaller image subvolumes, denoted as Region Of Interest (ROI), extracted from the interior of the full-sized specimen from an arbitrary location, and denoted as &ldquo;filteredROI_*&rdquo; in the file name; this cropped ROI has a cubic shape and stores a three-dimensional voxel-based matrix with a fixed size of 500x500x500 &micro;m<sup>3</sup> constituted by a variable voxel count (given the fluctuating voxel size for each specimen, see above). Both the exact voxel count (i.e. three-dimensional matrix dimensions) and voxel size are further specified in each file name. A sequence of imaging filters was sequentially applied to this ROI to further enhance the contrast among the different microstructural phases, see <a href="https://doi.org/10.1016/j.cemconcomp.2022.104798">10.1016/j.cemconcomp.2022.104798</a> for details.</p> <p>Note that the same dataset stored in *raw format is available from <a href="https://doi.org/10.5281/zenodo.7193501">https://doi.org/10.5281/zenodo.7193501</a></p>

opencc-by-4.0Oct 2022View details →

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