cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.25582/data.2022-07.2553580/2192249
title: Data for EMSL Project 60079 from July 2022
DOI: 10.25582/data.2022-05.2513380/2192250
title: Data for EMSL Project 60079 from May 2022
DOI: 10.25582/data.2022-05.2520846/2192251
title: Data for EMSL Project 60079 from May 2022
DOI: 10.25582/data.2022-06.2543084/2192252
title: Data for EMSL Project 60079 from June 2022
DOI: 10.23729/f2f0646a-40b5-4d74-9dca-d286945a68e6
title: JYFL-ACCLAB-S24 In-beam spectroscopy of 190-Pb using the SAGE spectrometer at the MARA separator
title: JYFL-ACCLAB-S24 In-beam spectroscopy of 190-Pb using the SAGE spectrometer at the MARA separator

description: We proposed to probe the onset of the intruder region in neutron-deficient Pb isotopes by studying the 190-Pb nucleus in an in-beam γ -ray and conversion electron spectroscopy experiment. The SAGE spectrometer combined with the MARA separator will enable the inter-band transitions to be investigated. In addition, we aim to investigate the low-lying 0 + state(s) decaying via E0 transitions. The 190-Pb nuclei will be produced via the 159-Tb(35-Cl,4n) reaction at beam energy of 164 MeV. This dataset contains data from the experiment.
DOI: 10.25582/data.2022-06.2543116/2192253
title: Data for EMSL Project 60079 from June 2022
DOI: 10.25582/data.2022-05.2512570/2192254
title: Data for EMSL Project 60079 from May 2022
DOI: 10.25582/data.2022-06.2543138/2192255
title: Data for EMSL Project 60079 from June 2022
DOI: 10.5281/zenodo.10077518
title: Research data on pavement texture changes for D6.5

description: In-situ surface texture measurements
 
Three different tests were conducted to monitor the evolution in the NEMO micro-texture of the carousel pavements (S1-S4): British pendulum (SRT), Dynamic Friction Tester (DFT) and T2GO. Measurements were taken at three different locations per section in the initial state and at increasing numbers of cycles : 0, 20,000, 50,000, 100,000, 200,000, 500,000, 750,000 and 1 million  load cycles. 
 
The macrotexture of NEMO pavements was evaluated using two complementary techniques. The first is a classical volumetric techniques called the sand patch test. According to this techniques, the macrotexture is approached by mean texture depth (MTD). The second technique relies on the profilometry according to ISO EN 13473-1 standard. Two devices named Elatextur and LTS9500 measure the depth of surface roughness using a laser beam.  The Elatextur laser scan has a width 400 mm diameter and a 0.2 mm of path while the LTS9500 scans a 4″ x 4″ area with a lateral resolution of less than 0.5 mm
DOI: 10.5281/zenodo.10077517
title: Research data on pavement texture changes for D6.5

description: In-situ surface texture measurements
 
Three different tests were conducted to monitor the evolution in the NEMO micro-texture of the carousel pavements (S1-S4): British pendulum (SRT), Dynamic Friction Tester (DFT) and T2GO. Measurements were taken at three different locations per section in the initial state and at increasing numbers of cycles : 0, 20,000, 50,000, 100,000, 200,000, 500,000, 750,000 and 1 million  load cycles. 
 
The macrotexture of NEMO pavements was evaluated using two complementary techniques. The first is a classical volumetric techniques called the sand patch test. According to this techniques, the macrotexture is approached by mean texture depth (MTD). The second technique relies on the profilometry according to ISO EN 13473-1 standard. Two devices named Elatextur and LTS9500 measure the depth of surface roughness using a laser beam.  The Elatextur laser scan has a width 400 mm diameter and a 0.2 mm of path while the LTS9500 scans a 4″ x 4″ area with a lateral resolution of less than 0.5 mm
DOI: 10.5281/zenodo.10077493
title: Research data on pavement particle emissions for D6.5

description: The levels of particles generated by the circulation of the carousel wheels on the different pavements were evaluated in two complementary ways: through mobile or static measurements.
 
The static measurements correspond to the particles aspirated laterally from the wheels (at a height of 0.15 m and 1.0 ± 0.5 m from the central path of the tread) using an ELPI analyzer. This analyzer provides access to both ultrafine (number-weighted data) and micrometer (volume-weighted data) particle concentrations every second. The ELPI analyzer operates on the principle of electrical impaction. The aspirated particles are electrically charged, separated according to their aerodynamic diameters, and then their impact on the dedicated plates of the analyzer generates an electric current that, after amplification, allows them to be detected and classified by size (between 7 nm and 4 µm). The total volume-weighted concentrations were derived numerically from the number concentrations. Due to the turbulence induced by the passage of the wheels, it was assumed that the samples were relatively homogeneous.
 
The mobile measurements were based on the use of a Promo 2000 particle analyzer (from PALAS). It is a white light optical analyzer that counts particles between 200 nm and 10 µm following light diffraction at 90°. The analyzer was mounted on one of the arms of the carousel in order to measure every second the level of particles generated behind the wheel (at a distance of 0.10 m from it and at a height of 0.10 m) during the passage of different sections. The aspiration speed was of the same order of magnitude as the air flow behind the wheel (< 20% of the rolling speed): about 6 km/h. A custom-made device was added to the system to mark the moment of passage of the instrumented arm at the beginning of the S1 pavement. It was used to locate the periods of circulation of this arm on the different sections (S1, S2, S3 and S4).
DOI: 10.5281/zenodo.10077492
title: Research data on pavement particle emissions for D6.5

description: The levels of particles generated by the circulation of the carousel wheels on the different pavements were evaluated in two complementary ways: through mobile or static measurements.
 
The static measurements correspond to the particles aspirated laterally from the wheels (at a height of 0.15 m and 1.0 ± 0.5 m from the central path of the tread) using an ELPI analyzer. This analyzer provides access to both ultrafine (number-weighted data) and micrometer (volume-weighted data) particle concentrations every second. The ELPI analyzer operates on the principle of electrical impaction. The aspirated particles are electrically charged, separated according to their aerodynamic diameters, and then their impact on the dedicated plates of the analyzer generates an electric current that, after amplification, allows them to be detected and classified by size (between 7 nm and 4 µm). The total volume-weighted concentrations were derived numerically from the number concentrations. Due to the turbulence induced by the passage of the wheels, it was assumed that the samples were relatively homogeneous.
 
The mobile measurements were based on the use of a Promo 2000 particle analyzer (from PALAS). It is a white light optical analyzer that counts particles between 200 nm and 10 µm following light diffraction at 90°. The analyzer was mounted on one of the arms of the carousel in order to measure every second the level of particles generated behind the wheel (at a distance of 0.10 m from it and at a height of 0.10 m) during the passage of different sections. The aspiration speed was of the same order of magnitude as the air flow behind the wheel (< 20% of the rolling speed): about 6 km/h. A custom-made device was added to the system to mark the moment of passage of the instrumented arm at the beginning of the S1 pavement. It was used to locate the periods of circulation of this arm on the different sections (S1, S2, S3 and S4).
DOI: 10.5281/zenodo.10077471
title: Research data on pavement particle retention for D6.5

description: We tested the hypothesis that porous asphalt would be able to retain more dust (including microplastics) in its pore network than conventional dense asphalt. Hence, the collection of pore dust was done on the four sections of the carousel to compare among pavements and according to the number of cycles. This is because the different sections will experience the same weather conditions, such as precipitation, wind speeds or dust deposits.
Dust was collected each time the carousel stopped (at 0, 20,000, 50,000, 100,000, 200,000, 500,000, 750,000 and 1,000,000 cycles) using a specially designed vacuum cleaner. This  equipment was used thanks to a collaboration with CSIC. Based on the laboratory results, this equipment is able to recover the particles not only on the surface but also those inside accessible pores. The area vacuumed per section was initially 30 x 5 cm2, then 30 x 15 cm2 to increase the sample size. Samples were collected both in the wheel track area and in an outer ring separated from the circulated zone. The samples are weighted and referenced to the sampling area.
Collected dust samples were stored in individual containers and sent to the laboratory of the UC to process them by thermogravimetric analysis (TGA) and SEM for their microplastics contents.
DOI: 10.5281/zenodo.10077470
title: Research data on pavement particle retention for D6.5

description: We tested the hypothesis that porous asphalt would be able to retain more dust (including microplastics) in its pore network than conventional dense asphalt. Hence, the collection of pore dust was done on the four sections of the carousel to compare among pavements and according to the number of cycles. This is because the different sections will experience the same weather conditions, such as precipitation, wind speeds or dust deposits.
Dust was collected each time the carousel stopped (at 0, 20,000, 50,000, 100,000, 200,000, 500,000, 750,000 and 1,000,000 cycles) using a specially designed vacuum cleaner. This  equipment was used thanks to a collaboration with CSIC. Based on the laboratory results, this equipment is able to recover the particles not only on the surface but also those inside accessible pores. The area vacuumed per section was initially 30 x 5 cm2, then 30 x 15 cm2 to increase the sample size. Samples were collected both in the wheel track area and in an outer ring separated from the circulated zone. The samples are weighted and referenced to the sampling area.
Collected dust samples were stored in individual containers and sent to the laboratory of the UC to process them by thermogravimetric analysis (TGA) and SEM for their microplastics contents.
DOI: 10.6084/m9.figshare.23515368
title: Nonaffine atomic rearrangement of glasses through stress-induced structural anisotropy

description: The dataset includes all raw data for creating the figures in the main manuscript and the supplementary information. The raw data files are named by the relevant figure item.
DOI: 10.6084/m9.figshare.23515368.v1
title: Nonaffine atomic rearrangement of glasses through stress-induced structural anisotropy

description: The dataset includes all raw data for creating the figures in the main manuscript and the supplementary information. The raw data files are named by the relevant figure item.
DOI: 10.6084/m9.figshare.21782201.v3
title: Codes and data for Geographical Convergent Cross Mapping (GCCM) model

description: The compressed package includes the codes of Geographical Convergent Cross Mapping (GCCM) model written in R and the data of four case studies. The GCCM is propsed for spatial causation inference with spatial cross-sectional data by using dynamical systems theory and generalized embedding theory. It can identify and measure the strength of causal associations based on cross-mapping prediction in the phase space, which is built by embeddings of spatial observations.
DOI: 10.6084/m9.figshare.23587695.v1
title: Meta-analysis reveals less sensitivity of non-native animals than natives to extreme weather worldwide

description: R1_metadata: including two files. "metadata_for_01_update_meta_analysis_SAME.xlsx" is used to describe the meaning of each column in 01_update_meta_analysis_SAME.csv in R1_data. "metadata_for_R1_scripts_file_names" is used to introduce main content and function of each .R, and .Rmd file in R1_scripts. R1_data: datasets are used to conduct meta-analysis and generate part of supporting results. R1_scripts: .R, and .Rmd files are used for analyses. R1_outputs: results of sample effect sizes, the magnitude of extreme climatic events, non-native and native species positive, negative, and neutral responses, and some of Figs in main text and Supplementary Information.
DOI: 10.6084/m9.figshare.23587695
title: Meta-analysis reveals less sensitivity of non-native animals than natives to extreme weather worldwide

description: R1_metadata: including two files. "metadata_for_01_update_meta_analysis_SAME.xlsx" is used to describe the meaning of each column in 01_update_meta_analysis_SAME.csv in R1_data. "metadata_for_R1_scripts_file_names" is used to introduce main content and function of each .R, and .Rmd file in R1_scripts. R1_data: datasets are used to conduct meta-analysis and generate part of supporting results. R1_scripts: .R, and .Rmd files are used for analyses. R1_outputs: results of sample effect sizes, the magnitude of extreme climatic events, non-native and native species positive, negative, and neutral responses, and some of Figs in main text and Supplementary Information.
DOI: 10.5281/zenodo.10075512
title: Rut depth measurements for D6.4

description: Rut depth measurements were made with a profilometer equipped with a laser sensor. The transversal profile of the pavement was measured on a width of about 1.4 m. The maximum rut depth value was then determined. Three measurements were performed on each section at the beginning of the test and then at 10 000, 20 000, 50 000, 100 000, 150 000, 200 000, 500 000, 750 000, 1 000 000 and 1 050 000 loads. From these measurements, average rut depths were determined for each section and each number of cycles. By dividing this average rut depth by the real layer thickness, the rutting percentage for each structure was determined as well as its evolution according to the number of cycles.In the deliverable 6.4: Nantes full-scale testing report (https://cordis.europa.eu/project/id/860441/results): figures 34, 35, 47 and 48
DOI: 10.5281/zenodo.10075511
title: Rut depth measurements for D6.4

description: Rut depth measurements were made with a profilometer equipped with a laser sensor. The transversal profile of the pavement was measured on a width of about 1.4 m. The maximum rut depth value was then determined. Three measurements were performed on each section at the beginning of the test and then at 10 000, 20 000, 50 000, 100 000, 150 000, 200 000, 500 000, 750 000, 1 000 000 and 1 050 000 loads. From these measurements, average rut depths were determined for each section and each number of cycles. By dividing this average rut depth by the real layer thickness, the rutting percentage for each structure was determined as well as its evolution according to the number of cycles.In the deliverable 6.4: Nantes full-scale testing report (https://cordis.europa.eu/project/id/860441/results): figures 34, 35, 47 and 48
DOI: 10.6084/m9.figshare.24516616
title: Huangcheng and Xiongxian loess data from the NE Tibet in the past 36 kyr.

description: <b>We present two high-resolution paleoclimatic records spanning 34 to 8 ka from NE Tibet based on grain size, element abundance and magnetic susceptibility, and which have been temporally constrained using optically stimulated luminescence dating.</b>
DOI: 10.6084/m9.figshare.24516616.v1
title: Huangcheng and Xiongxian loess data from the NE Tibet in the past 36 kyr.

description: <b>We present two high-resolution paleoclimatic records spanning 34 to 8 ka from NE Tibet based on grain size, element abundance and magnetic susceptibility, and which have been temporally constrained using optically stimulated luminescence dating.</b>
DOI: 10.57745/m31nkt
title: ProjectionClimat_indicateurs_légumes_v2.R

description: :unav
DOI: 10.57745/4s2ddl
title: DRIAS_avignon_proj.txt

description: :unav
DOI: 10.57745/fh9c1p
title: Avignon.pdf

description: :unav
DOI: 10.57745/k2ogyq
title: Bilan_mensuel_avignon.csv

description: :unav
DOI: 10.57745/lvhrwm
title: Heures_froid.R

description: :unav
DOI: 10.57745/prsfcy
title: Bilans_mensuels.tab

description: :unav
DOI: 10.57745/vfki8t
title: Guide_pratique_script_V1.pdf

description: :unav
DOI: 10.57745/1ggpmm
title: Heures_froid_avignon.csv

description: :unav
DOI: 10.57745/ehvcud
title: Table_indicateurs_trame_mois.csv

description: :unav
DOI: 10.57745/gkevqm
title: DRIASEAU_avignon_ref.txt

description: :unav
DOI: 10.57745/ifypmb
title: Dictionnaire des indicateurs et variables associées.pdf

description: :unav
DOI: 10.57745/ozu8qz
title: DRIASEAU_avignon_proj.txt

description: :unav
DOI: 10.57745/pugifd
title: DRIAS_avignon_ref.txt

description: :unav
DOI: 10.57745/exrltj
title: Lisez-moi-FR.txt

description: :unav
DOI: 10.57745/vi5uut
title: Guide_pratique_script_V1.pdf

description: :unav
DOI: 10.6084/m9.figshare.23282627.v1
title: Supplementary file for " Dynamic simulations of feeding and respiration of the early Cambrian periderm-bearing cnidarian polyps"

description: Dynamic simulations of feeding and respiration of the early Cambrian periderm-bearing cnidarian polyps
DOI: 10.6084/m9.figshare.23552595.v1
title: Pre-neoplastic liver colonization by 11p15.5 altered mosaic cells in young children with hepatoblastoma

description: snRNAseq_merged_seurat.rds: Merged Seurat object of 4 single-nucleus RNAseq (snRNAseq, 10x Genomics) from 4 patients non-tumor livers (3 with and 1 without 11p15.5 mosaicism). spatial_transcriptomics_merged_seurat.rds: Merged Seurat object of 3 spatial transcriptomics assays (10x genomics) from 3 patients non-tumor livers with 11p15.5 mosaicism.
DOI: 10.6084/m9.figshare.23552595
title: Pre-neoplastic liver colonization by 11p15.5 altered mosaic cells in young children with hepatoblastoma

description: snRNAseq_merged_seurat.rds: Merged Seurat object of 4 single-nucleus RNAseq (snRNAseq, 10x Genomics) from 4 patients non-tumor livers (3 with and 1 without 11p15.5 mosaicism). spatial_transcriptomics_merged_seurat.rds: Merged Seurat object of 3 spatial transcriptomics assays (10x genomics) from 3 patients non-tumor livers with 11p15.5 mosaicism.
DOI: 10.6084/m9.figshare.24260761.v1
title: Enzymatic b-elimination in natural product O- and C-glycoside deglycosylation

description: Here, the authors show convergent evolution of -eliminase active sites for the cleavage of natural product 3-keto-O-glycosides. C-Glycoside cleavage is a specialized feature of this active site elicited by finely tuned enzyme-aglycone interactions.
DOI: 10.6084/m9.figshare.24260761
title: Enzymatic b-elimination in natural product O- and C-glycoside deglycosylation

description: Here, the authors show convergent evolution of -eliminase active sites for the cleavage of natural product 3-keto-O-glycosides. C-Glycoside cleavage is a specialized feature of this active site elicited by finely tuned enzyme-aglycone interactions.
DOI: 10.6084/m9.figshare.24441322.v1
title: In situ imaging of the atomic phase transition dynamics in metal halide perovskites

description: The dataset contains source data of the charts in the manuscript
DOI: 10.6084/m9.figshare.23897019.v1
title: Nodal band-off-diagonal superconductivity in twisted graphene superlattices

description: Each .csv file is labeled according to figure, subfigure, and axis or quantity plotted.
DOI: 10.6084/m9.figshare.24441322
title: In situ imaging of the atomic phase transition dynamics in metal halide perovskites

description: The dataset contains source data of the charts in the manuscript
DOI: 10.6084/m9.figshare.23897019
title: Nodal band-off-diagonal superconductivity in twisted graphene superlattices

description: Each .csv file is labeled according to figure, subfigure, and axis or quantity plotted.
DOI: 10.6084/m9.figshare.24224320.v1
title: Pathogenesis-adaptive polydopamine nanosystem for sequential therapy of ischemic stroke

description: This is a dataset of the manuscript entitled "Pathogenesis-adaptive polydopamine nanosystem for sequential therapy of ischemic stroke".
DOI: 10.6084/m9.figshare.24224320
title: Pathogenesis-adaptive polydopamine nanosystem for sequential therapy of ischemic stroke

description: This is a dataset of the manuscript entitled "Pathogenesis-adaptive polydopamine nanosystem for sequential therapy of ischemic stroke".
DOI: 10.6084/m9.figshare.24183717.v1
title: Direct Time-resolved Observation of Surface-Bound Carbon Dioxide Radical Anions on Metallic Nanocatalysts

description: Here are the pulse radiolysis data of NCOMMS-23-18719B . We categorized them into different metal nanoparticles.
DOI: 10.6084/m9.figshare.24183717
title: Direct Time-resolved Observation of Surface-Bound Carbon Dioxide Radical Anions on Metallic Nanocatalysts

description: Here are the pulse radiolysis data of NCOMMS-23-18719B . We categorized them into different metal nanoparticles.
DOI: 10.6084/m9.figshare.24270262.v1
title: Printed sustainable elastomeric conductor for soft electronics

description: Raw data
DOI: 10.6084/m9.figshare.24270262
title: Printed sustainable elastomeric conductor for soft electronics

description: Raw data
DOI: 10.5281/zenodo.10033290
title: Air quality data in Florence demo pilot (annex to D7.2)

description: Research data  acquired by ARPAT mobile lab. Procedures and information can be found in D7.2-Florence pilot project report of NEMO project
DOI: 10.5281/zenodo.10033289
title: Air quality data in Florence demo pilot (annex to D7.2)

description: Research data  acquired by ARPAT mobile lab. Procedures and information can be found in D7.2-Florence pilot project report of NEMO project
DOI: 10.5281/zenodo.10077685
title: ПЕРСУАЗИВЛИК АТАМАСИГА ОИД
DOI: 10.5281/zenodo.10075468
title: Deflections measured with a Benkelman Beam for D6.4-Nantes full-scale testing report

description: Deflections were measured with a Benkelman Beam, the principle of which is similar to the FWD. A load of 65 kN is used to reproduce the passage of a rolling load but a low speed close to 3 km/h (at a frequency close to 1 Hz). During each series of measurements, 4 measurements were made on each pavement section. Benkelman beam measurements were performed at 0, 50 000, 100 000, 200 000, 500 000, 750 000, 1 000 000 and 1 050 000 loads. It is related with deliverable 6.4: Nantes full-scale testing report (https://cordis.europa.eu/project/id/860441/results): figures 36 and 55
DOI: 10.5281/zenodo.10075467
title: Deflections measured with a Benkelman Beam for D6.4-Nantes full-scale testing report

description: Deflections were measured with a Benkelman Beam, the principle of which is similar to the FWD. A load of 65 kN is used to reproduce the passage of a rolling load but a low speed close to 3 km/h (at a frequency close to 1 Hz). During each series of measurements, 4 measurements were made on each pavement section. Benkelman beam measurements were performed at 0, 50 000, 100 000, 200 000, 500 000, 750 000, 1 000 000 and 1 050 000 loads. It is related with deliverable 6.4: Nantes full-scale testing report (https://cordis.europa.eu/project/id/860441/results): figures 36 and 55
DOI: 10.5281/zenodo.10077684
title: ПЕРСУАЗИВЛИК АТАМАСИГА ОИД
DOI: 10.57841/casdc.0003073
title: 热氧化温度对TC4钛合金在生理盐水中腐蚀磨损性能的影响
DOI: 10.6084/m9.figshare.24512749.v2
title: tweets_2022_05.csv

description: description
DOI: 10.6084/m9.figshare.24512749.v3
title: tweets_2022_05.csv

description: description
DOI: 10.6084/m9.figshare.24512749.v4
title: tweets_2022_05.csv

description: description