cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.5281/zenodo.2215106
title: Bridge Deck Overlays Using Ultra-High Performance Concrete

description: Corresponding data set for Tran-SET Project No. 17CNMS01. Abstract of the final report is stated below for reference: "This study investigated the use of a locally produced ultra-high performance concrete (UHPC) as an alternative to typical overlay materials. Several bond strength tests including slant-shear, splitting tension, and direct tension tests were performed to assess the bond strength between UHPC and normal strength concrete (NSC) substrate with varying surface textures. Tests were also conducted to assess the early-age and longer-term shrinkage behavior and coefficient of thermal expansion of the UHPC as well as rapid chloride permeability testing. Good bond between UHPC and NSC substrate was observed even with inadequate surface texture. Combined shrinkage and thermal effects were investigated for NSC slabs overlaid with the non-proprietary UHPC by analyzing five slab-overlay sections. Each slab-overlay had a single parameter varied to isolate the effects of thickness of the NSC substrate, substrate reinforcement ratio, and exposure conditions. Increased steel reinforcement and thickness of the NSC substrate were observed to reduce the effect of UHPC overlay shrinkage. The final major experiment was to overlay a full-scale channel girder to assess the response of a high-performance concrete, pre-stressed bridge girder with a 1-in. (25-mm) UHPC overlay to flexural loading. The girder was subjected to 1000 load-unload cycles to specified service load conditions. Cyclic loading was applied both before and after application of the UHPC overlay to provide a comparison of global behavior and performance of the girder and overlay. Finally, the girder with overlay was loaded to failure to investigate post-cracking and ultimate behavior of the composite member. Little to no visible distress was observed in the overlay until loads were applied that were significantly greater than expected under normal service conditions. The results indicated that the non-proprietary UHPC has the potential to serve as an overlay material as long as proper measures are used to prepare the substrate surface and ensure a high quality bond with the existing deck."
description: Tran-SET Project No. 17CNMS01
DOI: 10.5281/zenodo.2215855
title: Modeling Sulfate Attack in Modern Concrete for Building Sustainable and Resilient Infrastructure

description: Corresponding data set for Tran-SET Project No. 17CTAM01. Abstract of the final report is stated below for reference: "External sulfate attack is a complex phenomenon and is manifested in the form of large expansion, cracking, and spalling depending on the exposure solution and material constituent properties. Several models were developed in the past to demonstrate sulfate attack mechanisms that account for the diffusion of sulfate ions into the porous concrete and the successive deformation triggered by the chemical reaction and precipitation of expansive agents. However, none of these models accounts for the effect of the migration of solvent water from the low solute concentration solution to high solute concentration solution driven by the osmotic pressure. Osmotic pressure is believed to cause spalling and cracking of concrete substrates coated with semipermeable membrane that prohibits diffusion of ions from the surroundings into the porous body. In order to determine the effect of osmotic pressure on the deformation of concrete exposed to sulfate solution, a coupled poromechanical model has been developed. Sensitivity analysis has been performed to investigate the effect of material constituent properties and exposure solution on the osmotic pressure induced damage propensity of concrete. It has been found that concrete surface can exhibit high instantaneous tensile stress developed by the gradient in the salt concentration between the pore solution and external surroundings."
description: Tran-SET Project No. 17CTAM01
DOI: 10.5281/zenodo.2215856
title: Modeling Sulfate Attack in Modern Concrete for Building Sustainable and Resilient Infrastructure

description: Corresponding data set for Tran-SET Project No. 17CTAM01. Abstract of the final report is stated below for reference: "External sulfate attack is a complex phenomenon and is manifested in the form of large expansion, cracking, and spalling depending on the exposure solution and material constituent properties. Several models were developed in the past to demonstrate sulfate attack mechanisms that account for the diffusion of sulfate ions into the porous concrete and the successive deformation triggered by the chemical reaction and precipitation of expansive agents. However, none of these models accounts for the effect of the migration of solvent water from the low solute concentration solution to high solute concentration solution driven by the osmotic pressure. Osmotic pressure is believed to cause spalling and cracking of concrete substrates coated with semipermeable membrane that prohibits diffusion of ions from the surroundings into the porous body. In order to determine the effect of osmotic pressure on the deformation of concrete exposed to sulfate solution, a coupled poromechanical model has been developed. Sensitivity analysis has been performed to investigate the effect of material constituent properties and exposure solution on the osmotic pressure induced damage propensity of concrete. It has been found that concrete surface can exhibit high instantaneous tensile stress developed by the gradient in the salt concentration between the pore solution and external surroundings."
description: Tran-SET Project No. 17CTAM01
DOI: 10.5281/zenodo.2218696
title: Dataset for "Architectural Security Weaknesses in Industrial Control Systems: An Empirical Study Based on Security Advisories' Vulnerability Reports"

description: Supplementary artifacts to "<em>Architectural Security Weaknesses in Industrial Control Systems (ICS): An Empirical Study based on Disclosed Software Vulnerabilities</em>" Published in the Proceedings from the 2019 IEEE International Conference on Software Architecture (ICSA) Package Contains: - Raw output showing Components, CAWEs, and CVEs per report - Frequency Data (# of reports) for those concerns - ICS Component - Term Dictionary - HTML versions of reports studied in paper
DOI: 10.14469/hpc/4844
title: 6aa, Ethyl 4-{[(3,5-diacetyl-D2-pyrazolin-5-yl)methyl]amino}benzoate

description: NMR data for pyrazoline 6aa
DOI: 10.14469/hpc/4845
title: 6ba, 1,1'-(5-{[(4-Chlorophenyl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(ethan-1-one)

description: NMR data for pyrazoline 6ba
DOI: 10.14469/hpc/4846
title: 6da, 1,1'-(5-{[(4-Isopropylphenyl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(ethan-1-one)

description: NMR data for pyrazoline 6da
DOI: 10.14469/hpc/4847
title: 6fa, 1,1'-(5-{[(3-Chlorophenyl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(ethan-1-one)

description: NMR data for pyrazoline 6fa
DOI: 10.14469/hpc/4848
title: 6ha, 1,1'-(5-{[(2-Chlorophenyl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(ethan-1-one)

description: NMR data for pyrazoline 6ha
DOI: 10.14469/hpc/4849
title: 6ia, 1,1'-{5-[(Mesitylamino)methyl]-D2-pyrazolin-3,5-diyl}bis(ethan-1-one)

description: NMR data for pyrazoline 6ia
DOI: 10.14469/hpc/4850
title: 6ja, Methyl 3-{[(3,5-diacetyl-D2-pyrazolin-5-yl)methyl]amino}thiophene-2-carboxylate

description: NMR data for pyrazoline 6ja
DOI: 10.14469/hpc/4851
title: 6la, 1,1'-(5-{[(Adamant-1-yl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(ethan-1-one)

description: NMR data for pyrazoline 6la
DOI: 10.14469/hpc/4852
title: 7fa, 1-[1-(3-Chlorophenyl)-1H-1,2,3-triazol-4-yl]ethan-1-one

description: NMR data for triazole 7fa
DOI: 10.14469/hpc/4853
title: 6nb, Tetraethyl (5-{[(4-cyanophenyl)amino]methyl}-D2-pyrazolin-3,5-diyl)bis(phosphonate)

description: NMR data for pyrazoline 6nb
DOI: 10.14469/hpc/4854
title: 3nd', 4-(5-Acetyl-5-methyl-D2-1,2,3-triazolin-1-yl)benzonitrile

description: NMR data for triazoline 3nd'
DOI: 10.14469/hpc/4855
title: 4nd, 4-(2-Acetyl-2-methylaziridin-1-yl)benzonitrile

description: NMR data for aziridine 4nd
DOI: 10.14469/hpc/4856
title: Z-8nd, Z-4-[(4-oxopent-2-en-2-yl)amino]benzonitrile

description: NMR of enaminone Z-8nd
DOI: 10.14469/hpc/4857
title: E-8nd, E-4-[(2-Methyl-3-oxobut-1-en-1-yl)amino]benzonitrile

description: NMR of enaminone E-8nd
DOI: 10.14469/hpc/4858
title: 5ae, Ethyl 4-[(2-diazo-3-oxocyclohexyl)amino]benzoate

description: NMR data for diazo 5ae
DOI: 10.14469/hpc/4859
title: E-9ae, Ethyl E-4-{[(2-oxocyclopentylidene)methyl]amino}benzoate

description: NMR data for eanminone 11ad
DOI: 10.14469/hpc/4860
title: 6ac, Dimethyl 5-({[4-(ethoxycarbonyl)phenyl]amino}methyl)-D2-pyrazoline-3,5-dicarboxylate

description: NMR data for pyrazoline 6ac
DOI: 10.14469/hpc/4861
title: 4bc, Methyl 1-(4-chlorophenyl)aziridine-2-carboxylate

description: NMR data for aziridine 4bc
DOI: 10.14469/hpc/4862
title: 6bc, Dimethyl 5-{[(4-chlorophenyl)amino]methyl}-D2-pyrazoline-3,5-dicarboxylate

description: NMR data for pyrazoline 6bc
DOI: 10.14469/hpc/4863
title: 6fc, Dimethyl 5-{[(3-chlorophenyl)amino]methyl}-D2-pyrazoline-3,5-dicarboxylate

description: NMR data for pyrazoline 6fc
DOI: 10.14469/hpc/4864
title: 4jc, Methyl 1-[2-(methoxycarbonyl)thiophen-3-yl]aziridine-2-carboxylate

description: NMR data for aziridine 4jc
DOI: 10.14469/hpc/4865
title: 6jc, Dimethyl 5-({[2-(methoxycarbonyl)thiophen-3-yl]amino}methyl)-D2-pyrazoline-3,5-dicarboxylate

description: NMR data for pyrazoline 6jc
DOI: 10.14469/hpc/4866
title: 6lc, Dimethyl 5-{[(adamant-1-yl)amino]methyl}-D2-pyrazoline-3,5-dicarboxylate

description: NMR data for pyrazoline 6lc
DOI: 10.14469/hpc/4867
title: 10nf, 4-{4-[2-(Phenylsulfonyl)ethyl]-1H-1,2,3-triazol-1-yl}benzonitrile

description: NMR data for triazole 10nf
DOI: 10.14469/hpc/4868
title: 11f, 1,2-Bis(phenylsulfonyl)ethane

description: NMR data for 11f
DOI: 10.5285/7c1ca6b7-90c1-0e11-e053-6c86abc0077e
title: AMT25 (JR15001) micro-molar nutrient measurements from CTD bottle samples.

description: This dataset consists of 1148 measurements of micromolar nutrient concentrations made on samples collected during the Atlantic Meridional Transect programme cruise 25 (AMT25 JR15001) between 18th September and 2nd November 2015. The cruise track between UK and Chile passed through both north and south Atlantic gyres. This dataset contributes to the AMT time-series of core oceanographic measurements along a north-south transect of the Atlantic Ocean. Samples were collected on a daily basis at 10 to 18 depths, usually in the upper 500m but up to 5000m, using a CTD rosette with 24 x 20 L OTE (Ocean Test Equipment) bottles. Samples were analysed within 3-4 hours of collection for nitrate+nitrite, nitrite, phosphate and silicate using a 5-channel Bran and Luebbe AAIII segmented flow, colourimetric, auto-analyser (Brewer and Riley (1965) for nitrate, Grasshoff (1976) for nitrite, Kirkwood (1989) and Mantoura and Woodward (1983) for phosphate and silicate). Established, proven analytical protocols were used.
DOI: 10.5281/zenodo.1475840
title: Tables, Figures and Country Datasets complementing the European Union Summary Report on Zoonoses and Food-borne Outbreaks 2017

description: All summary tables and figures produced for the European Union Summary Report on Zoonoses and Food-borne Outbreaks 2017 are provided. The Appendix file (Excel file) allows the user to filter by chapter the corresponding summary tables and figures with their abbreviated file name and titles. Lastly, all country data are published as supporting information to this report.
description: EU; xls; zoonoses@efsa.europa.eu
DOI: 10.5281/zenodo.2222933
title: Tables, Figures and Country Datasets complementing the European Union Summary Report on Zoonoses and Food-borne Outbreaks 2017

description: All summary tables and figures produced for the European Union Summary Report on Zoonoses and Food-borne Outbreaks 2017 are provided. The Appendix file (Excel file) allows the user to filter by chapter the corresponding summary tables and figures with their abbreviated file name and titles. Lastly, all country data are published as supporting information to this report.
description: EU; xls; zoonoses@efsa.europa.eu
DOI: 10.5281/zenodo.2224832
title: Evaluation of the Performance and Cost-Effectiveness of Engineered Cementitious Composites (ECC) Produced from Region 6 Local Materials

description: Corresponding data set for Tran-SET Project No. 17CLSU05. Abstract of the final report is stated below for reference: "The project objective is to develop cost-effective Engineered Cementitious Composites (ECC) with locally available ingredients in Region 6 to address the deficiencies observed in ordinary concrete materials. The study explored the utilization of two types of river sands (coarse and fine), two types of PVA fibers (long and short), four levels of cement replacement with Class F fly ash, and the implementation of recycled crumb rubber in the performance of ECC materials. A total of 24 mix designs were prepared and evaluated in compression, tension, and bending to assess its mechanical properties. Furthermore, the cracking characteristics of the materials produced were evaluated to assess the durability potential of these composites. Lastly, the cost of each mix design and the feasibility of ECC implementation in transportation infrastructure were assessed. The experimental results showed that implementing crumb rubber and/or increasing contents of fly ash in the mixtures produced a positive impact in the ductility of the materials. However, a tradeoff between ductility and strength was observed. Furthermore, the utilization of the different types of sand evaluated in this study produced minor effects in the mechanical properties of ECCs evaluated. The properties of the materials developed in this study were exceedingly superior than that of regular concrete. It was concluded that ECC materials are promising for the future of transportation infrastructure."
description: Tran-SET Project No. 17CLSU05
DOI: 10.5281/zenodo.2224833
title: Evaluation of the Performance and Cost-Effectiveness of Engineered Cementitious Composites (ECC) Produced from Region 6 Local Materials

description: Corresponding data set for Tran-SET Project No. 17CLSU05. Abstract of the final report is stated below for reference: "The project objective is to develop cost-effective Engineered Cementitious Composites (ECC) with locally available ingredients in Region 6 to address the deficiencies observed in ordinary concrete materials. The study explored the utilization of two types of river sands (coarse and fine), two types of PVA fibers (long and short), four levels of cement replacement with Class F fly ash, and the implementation of recycled crumb rubber in the performance of ECC materials. A total of 24 mix designs were prepared and evaluated in compression, tension, and bending to assess its mechanical properties. Furthermore, the cracking characteristics of the materials produced were evaluated to assess the durability potential of these composites. Lastly, the cost of each mix design and the feasibility of ECC implementation in transportation infrastructure were assessed. The experimental results showed that implementing crumb rubber and/or increasing contents of fly ash in the mixtures produced a positive impact in the ductility of the materials. However, a tradeoff between ductility and strength was observed. Furthermore, the utilization of the different types of sand evaluated in this study produced minor effects in the mechanical properties of ECCs evaluated. The properties of the materials developed in this study were exceedingly superior than that of regular concrete. It was concluded that ECC materials are promising for the future of transportation infrastructure."
description: Tran-SET Project No. 17CLSU05
DOI: 10.5281/zenodo.2225460
title: Self-Healing Microcapsules as Concrete Aggregates for Corrosion Inhibition in Reinforced Concrete

description: Corresponding data set for Tran-SET Project No. 17CLSU08. Abstract of the final report is stated below for reference: "Reinforced Concrete (RC) structures are vital to the US’s civil infrastructure for their strength and versatility. Unfortunately, RC elements deteriorate rapidly when exposed to corrosive environments. One possible solution is to extend the life of RC elements and systems using microencapsulated corrosion inhibitors to reduce the rebar corrosion rate. The capsules house an anodic corrosion inhibitor agent including calcium nitrate (CN) and triethanolamine (TEA). The integration of such microencapsulated materials will enhance the durability and extend the useful life by controlling the corrosion precursors and the corrosion process during damage evolution. Therefore, this work aims to develop and characterize the performance of microcapsules containing corrosion inhibitors (CN-C and TEA-C) in comparison to those introduced as admixtures (CN-A and TEA-A) for reinforced concrete applications. For the corrosion tests, all samples were subjected to continuous ponding, wet/dry cycles, and fog chamber exposure to simulate different environments. The results showed that TEA-C is more effective in giving a corrosion protection than TEA-A and the Control. In contrast, the corrosion protection performance of both CN-A and CN-C was alike. The corrosion kinetics was slightly reduced on inhibited rebars compared to unprotected rebars (the Control). When comparing TEA-C and CN-C, in the presence of each stimulus (pH changes for TEA-C, cracks for CN-C), TEA-C protected the rebar better than CN-C. For the admixture samples (TEA-A and CN-A) that do not need stimuli in the concrete, a stable and better corrosion protection was provided by CN-A. The outcome of this proof-of-concept study in the laboratory validates the merit of the proposed technology for corrosion control in RC structures."
description: Tran-SET Project No.17CLSU08
DOI: 10.5281/zenodo.2225461
title: Self-Healing Microcapsules as Concrete Aggregates for Corrosion Inhibition in Reinforced Concrete

description: Corresponding data set for Tran-SET Project No. 17CLSU08. Abstract of the final report is stated below for reference: "Reinforced Concrete (RC) structures are vital to the US’s civil infrastructure for their strength and versatility. Unfortunately, RC elements deteriorate rapidly when exposed to corrosive environments. One possible solution is to extend the life of RC elements and systems using microencapsulated corrosion inhibitors to reduce the rebar corrosion rate. The capsules house an anodic corrosion inhibitor agent including calcium nitrate (CN) and triethanolamine (TEA). The integration of such microencapsulated materials will enhance the durability and extend the useful life by controlling the corrosion precursors and the corrosion process during damage evolution. Therefore, this work aims to develop and characterize the performance of microcapsules containing corrosion inhibitors (CN-C and TEA-C) in comparison to those introduced as admixtures (CN-A and TEA-A) for reinforced concrete applications. For the corrosion tests, all samples were subjected to continuous ponding, wet/dry cycles, and fog chamber exposure to simulate different environments. The results showed that TEA-C is more effective in giving a corrosion protection than TEA-A and the Control. In contrast, the corrosion protection performance of both CN-A and CN-C was alike. The corrosion kinetics was slightly reduced on inhibited rebars compared to unprotected rebars (the Control). When comparing TEA-C and CN-C, in the presence of each stimulus (pH changes for TEA-C, cracks for CN-C), TEA-C protected the rebar better than CN-C. For the admixture samples (TEA-A and CN-A) that do not need stimuli in the concrete, a stable and better corrosion protection was provided by CN-A. The outcome of this proof-of-concept study in the laboratory validates the merit of the proposed technology for corrosion control in RC structures."
description: Tran-SET Project No.17CLSU08
DOI: 10.5281/zenodo.2225488
title: Prediction and Rehabilitation of Highway Embankment Slope Failures in Changing Climate

description: Corresponding data set for Tran-SET Project No. 17GTLSU04. Abstract of the final report is stated below for reference: "Highway slopes constructed with clayey soil are prone to desiccation cracks due to wetting and drying weather cycle, which allows greater moisture infiltration into the embankment from precipitation. Fissures formed due to extended wetting and drying cycles allow water to seep deeper into the soil than surficial wetting and increase the water content. This increases the moisture content in the soil and results in reduction in shear strength to the fully softened strength. On the other hand, development of desiccation cracks and reduction of the soil matric suction ultimately result in higher hydraulic conductivity value which causes development of higher pore water pressure. As the moisture content of the clayey soil increases, the strength reduces to a fully softened shear strength that causes frequent shallow and medium slope failures that are oriented approximately parallel to the surface of the embankment. Hence, the fully softened strength of Louisiana and Texas soils need to be quantified to develop a predictive tool for identifying high-risk zones of highway embankments. Given the documented failures in Texas and Louisiana, this research project is focused on investigating past failures to develop lessons learned and guidelines that can be implemented in the predictive framework."
description: Tran-SET Project No. 17GTLSU04
DOI: 10.5281/zenodo.2225489
title: Prediction and Rehabilitation of Highway Embankment Slope Failures in Changing Climate

description: Corresponding data set for Tran-SET Project No. 17GTLSU04. Abstract of the final report is stated below for reference: "Highway slopes constructed with clayey soil are prone to desiccation cracks due to wetting and drying weather cycle, which allows greater moisture infiltration into the embankment from precipitation. Fissures formed due to extended wetting and drying cycles allow water to seep deeper into the soil than surficial wetting and increase the water content. This increases the moisture content in the soil and results in reduction in shear strength to the fully softened strength. On the other hand, development of desiccation cracks and reduction of the soil matric suction ultimately result in higher hydraulic conductivity value which causes development of higher pore water pressure. As the moisture content of the clayey soil increases, the strength reduces to a fully softened shear strength that causes frequent shallow and medium slope failures that are oriented approximately parallel to the surface of the embankment. Hence, the fully softened strength of Louisiana and Texas soils need to be quantified to develop a predictive tool for identifying high-risk zones of highway embankments. Given the documented failures in Texas and Louisiana, this research project is focused on investigating past failures to develop lessons learned and guidelines that can be implemented in the predictive framework."
description: Tran-SET Project No. 17GTLSU04