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61 results for “pavement”
Optimization of the Dosage of Chopped Basalt Fibers in Asphalt Pavement Surface Course Materials for Semi-rigid Base with Functional Requirements
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Experimental Study on Concrete Strength for Rigid Pavement with Marginal Aggregate
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FIGURE. Euphorbia humifusa (Lombardia, Pavia province, Romagnese, along pavements): A) individual, B) adaxial view of tip, C) abaxial view of tip, D) detail of capsule. in Synopsis of Euphorbia section Anisophyllum (Euphorbiaceae) in Italy, with an insight on variation of distribution over time in Tuscany
FIGURE. Euphorbia humifusa (Lombardia, Pavia province, Romagnese, along pavements): A) individual, B) adaxial view of tip, C) abaxial view of tip, D) detail of capsule.
FIGURE. Euphorbia prostrata (Tuscany, Pistoia province, Pistoia city, along pavements): A) individual, B) detail of tips, C) detail of capsules, D) detail of leaf. in Synopsis of Euphorbia section Anisophyllum (Euphorbiaceae) in Italy, with an insight on variation of distribution over time in Tuscany
FIGURE. Euphorbia prostrata (Tuscany, Pistoia province, Pistoia city, along pavements): A) individual, B) detail of tips, C) detail of capsules, D) detail of leaf.
Hygro-thermo-mechanical model for concrete pavement from an early age to a long-term performance
<p>A new 3D hygro-thermo-mechanical model for a concrete pavement slab is formulated, capturing its behavior from casting to long-term drying. The model includes a microprestress-solidification viscoelastic model for concrete ageing creep. Calibrations and validations are based on lab experiments and a four year continuous monitoring of a real highway slab. The results show that slab drying leads to the highest principal tensile stress on the surface as high as 3.5 MPa. Simulated temperature cycles and traffic loading yield smaller stresses. In this regard, concrete crack resistance during drying should be considered in material and structural design.</p>
PAveMenT: Palbociclib and Avelumab in Metastatic AR+ Triple Negative Breast Cancer
ClinicalTrials.gov study NCT04360941. IPD Sharing: NO. Countries: 1. Publications: 40.
Khajuraho खजुराहो (Chhaturpur district, Madhya Pradesh). Lakṣmaṇa temple pavements, erotic drawing.
<p>Khajuraho खजुराहो (Chhaturpur district, Madhya Pradesh). Lakṣmaṇa temple pavements, erotic drawing, <em>circa</em> 11th century.</p>
Dataset: ATML1 Regulates the Differentiation of ER Body-containing Large Pavement Cells in Rosette Leaves of Brassicaceae Plants
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Analysis of The Use of Organic Materials as Subgrade Layer of Rigid Pavement (Case Study: Semarang – Demak Toll Road Section 1)
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Development of Decision Trees for the Selection of Pavement Maintenance and Rehabilitation Activities in South-Central United States
<p>Over time, new pavements deteriorate under the combined effects of traffic loading and the environment, no matter how well-designed or constructed. In general, maintenance and rehabilitation activities are employed to slow down or reset the rate of pavement deterioration. Cement-Stabilized Full Depth Reclamation (CSFDR) is a common rehabilitation treatment used by transportation agencies, specifically in Louisiana. Likewise, Ultra-Thin overlay (UTO) is a pavement maintenance treatment that has increased in popularity in recent years in Region 6. Yet, several gaps exist in the literature regarding the long-term field performance and cost-effectiveness of these two treatments especially in hot and humid climates. Therefore, the key objectives of this study were to assess the immediate benefits and long-term field performance as well as the cost-effectiveness of these two treatments in Louisiana. To achieve these objectives, numerous CSFDR and UTO projects were identified from the Louisiana Department of Transportation (LaDOTD) Pavement Management System (PMS) database and analyzed in terms of alligator cracks, rutting, random cracks, and roughness over a monitoring period of up to 15 years. Results indicated that the performance of CSFDR is significantly affected by the pre-treatment pavement conditions, applied overlay thickness, and traffic. Results also indicated that CSFDR projects would usually fail due to the development of random cracks. This could be attributed to the development of shrinkage cracks, which is a common problem with cement stabilization in Louisiana. A regression model was developed to predict the service life of CSFDR based on project conditions. Results also showed that UTO considerably extended the Pavement Service Life (PSL) for all the distress indices. This extension varied based on the pre-treatment pavement conditions and traffic level. As such, a predictive model was developed, with reasonable accuracy, to predict the extension in PSL of UTO based on project conditions. The developed models in this project for CSFDR and UTO will help state agencies make effective decisions for the maintenance and rehabilitation of their pavements.</p>
Use of Bagasse Ash as a Concrete Additive for Road Pavement Application
<p>Corresponding data set for Tran-SET Project No. 18CLSU03. Abstract of the final report is stated below for reference:</p> <p>"The objective of this study was to evaluate the use of sugarcane bagasse ash (SCBA) as a partial replacement of cement in concrete for road pavement application. The study explored the pozzolanic activity of SCBA produced from three different processing methodologies (i.e., raw SCBA, controlled SCBA and post-processed SCBA). The experimental results revealed that SCBA produced by the controlled burning of sugarcane bagasse fiber (SBF) at 650°C and grinding (C-650), presented the maximum pozzolanic activity. However, this SCBA production process was deemed challenging for large-scale industrial application due to low SCBA yield (i.e., 3 to 6%). On the other hand, post-processing of raw SCBA, by burning at 450°C and grinding (P-450), produced a similar pozzolanic activity to that of SCBA C-650. Moreover, since post-processing of raw SCBA produced a significantly higher SCBA yield (i.e., 85 to 90%) than that of controlled burning of SBF, SCBA P-450 was selected for further investigation in concrete mixtures. The effect of different dosages of P-450 (i.e., 20, 30, and 40% cement replacement by weight) on concrete properties was evaluated. It was determined that concrete mixtures utilizing substitutions of 10% and 20% of cement with SCBA exhibited a similar compressive strength to that of control after 90 days of curing for Class-A and Class-B concretes, respectively. At higher levels of cement replacement, the compressive strength of concrete mixtures decreased proportionally at both, 28 and 90 days of curing; yet, the relative strength gain from 28 to 90 days increased. Furthermore, at 90 days of curing, surface resistivity of SCBA admixed concrete mixtures was superior to that of control for all cases. Finally, a cost analysis showed that a 10% cement replacement with SCBA in concrete could yield a reduction of per lane-mile cost of 0.75%."</p>
Pavement markings visibility data
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Calculation data sheet of pavement design
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Dataset for the paper "Three indexes to characterize crushing and screening of reclaimed asphalt pavement"
<p>The dataset includes Reclaimed Asphalt Pavement (RAP) grading curve testing results from seven different materials that were produced using four different full-scale aggregate crushing machines. Samples of the same material before and immediately after crushing were obtained. The grading curves include white RAP (aggregates without bitumen) and black RAP (reclaimed asphalt together with bitumen). The data was used to develop and validate three indexes – chunk, breakdown, and filler increase indexes. These indexes can be used to quantitatively characterize crushing equipment and to optimize the crushing parameters.</p> <p>When using, please cite the paper: <a href="https://doi.org/10.1080/10298436.2021.1990287">Zaumanis M., et al. (2021). Three indexes to characterize processing of reclaimed asphalt pavement, International Journal of Pavement Engineering. DOI: https://doi.org/10.1080/10298436.2021.1990287</a></p>
Data from: The Arabidopsis arc5 and arc6 mutations differentially affect plastid morphology in pavement and guard cells in the leaf epidermis
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Analysis of Infiltrating Water Characteristics of Permeable Pavements in a Parking Lot at Full Scale
<p>Data set of behavior of infiltrated water</p>
ROMAN PAVEMENT OPUS SIGNINUM - TARRACO
Roman pavement of opus signinum and white marble. 1st century B.C. - 1st century A.D. Pavement with the welcome inscription AVE SALVE inscribed with white marble tiles. It must have been part of the threshold of the door of some domus (house) of Tarraco. **This 3D Model it's a Optimized model (Triangles: 28.5k) from original (Triangles: 998.1k)** 3D Model Original : https://skfb.ly/6StqO (GLOBAL DIGITAL HERITAGE) Source: Objaverse 1.0 / Sketchfab
長瀞の岩畳:Nagatoro rock pavement
ここは関東山地から九州まで、約840kmにわたって続く三波川帯の東の端にあたります。岩畳は、結晶片岩の板のように剥がれやすい特徴である「片理(へんり)」(水平方向)と、地下深くから隆起した際にできた割れ目「節理(せつり)」(垂直方向)、そして荒川の侵食がつくった地形です。 It is located at the eastern end of the Sambagawa Belt, which stretches approximately 840 km from the Kanto Mountains to Kyushu. The rock pavement is the result of the horizontal "Henri," a feature of crystalline schist that tends to peel off like a slab, the vertical "Setsuri," fractures created by uplift from deep underground, and the erosion of the Arakawa River. 📍 [秩父郡長瀞町, 埼玉県](https://scaniver.se/L36.09505,139.11574) Source: Objaverse 1.0 / Sketchfab
Expression data from trichomes and pavement cells
GEO Series GSE14053. Arabidopsis thaliana. 2 samples. Type: Expression profiling by array.
[OUTDATED] Data set [ref. paper "An innovative automated method for SHM of road pavements based on Hilbert transform"]
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Allen Brain Atlas
Allen Brain Atlas is an Allen Institute collection of brain map atlases, datasets, APIs, and analysis tools covering mouse, human, and non-human primate brain resources.
Annotated Behaviour and Observability Dataset (ABODe)
ABODe is a University of Edinburgh DataShare dataset for behavior classification in group-housed mice using home-cage video, identities, bounding boxes, ground-plate positions, and annotator labels.
DANDI Archive for NWB datasets
DANDI is a BRAIN Initiative archive for publishing and sharing neurophysiology data, including electrophysiology, optophysiology, and behavioral data packaged as NWB and related standards.
International Brain Laboratory public data
The International Brain Laboratory public data releases expose standardized mouse decision-making experiments, including Neuropixels recordings, widefield calcium imaging, behavior, and session metadata accessed through the ONE API.
OpenNeuro
OpenNeuro is a free, open platform for sharing neuroimaging datasets, with public search, dataset pages, and download paths for web, S3, DataLad, and the OpenNeuro CLI.