Relevant bibliographies by topics / Newly developed binder

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  2. Book chapters
  3. Conference papers
  4. Reports

Academic literature on the topic 'Newly developed binder'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Newly developed binder"

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Ihom, A.P, E.E Anbua, E. Onche, and V.S Aigbodion. "ASSESSMENT OF THE CORE PROPERTIES OF A NEWLY DEVELOPED CORE BINDER WITH RESPECT TO UREA FORMALDEHYDE FURFURYL ALCOHOL (UFFA)-BENZENE SULPHONIC ACID (BSA) BINDER SYSTEM." Continental J. Engineering Sciences 6, no. 1 (2011): 8–17. https://doi.org/10.5281/zenodo.833904.

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The core properties of a newly developed core binder based on<em> Manihot esculenta-</em>cement combination was assessed and compared with an imported binder system commonly used in the foundry. The work investigated the properties of the newly developed binder system along side with the properties of UFFA-BSA binder system, which is an imported binder system. The core mixtures were prepared using the same sand; the north bank sand, with grain fineness number of 48.03 AFS, average grain size of 353.50 microns and clay content of 0.8%. The core properties of the newly developed binder system co
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Rios, Sara, Nuno Cristelo, António Viana da Fonseca, Ivo Rosa, and Catarina Ramos. "Application of a recently developed geotechnical carbon calculator in Europe." Revista Brasileira de Planejamento e Desenvolvimento 4, no. 2 (2016): 84. http://dx.doi.org/10.3895/rbpd.v4n2.3299.

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Recent research regarding soil stabilization has been increasingly concerned with environmental performance. The present paper applies the newly developed CO2(eq) geotechnical calculator, created by the European Federation of Foundation Contractors and the The Deep Foundations Institute, to assess the behavior of three different binders used in the construction of cutter-soil mixing columns, which formed an embankment/bridge transition wedge. The binders were based on ordinary Portland cement, on a blast furnace slag and cement blend and alkali activated fly ash. Results show that the last two
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McDaniel, Rebecca S., and Hussain U. Bahia. "Field Evaluation of Asphalt Additives to Control Rutting and Cracking." Transportation Research Record: Journal of the Transportation Research Board 1829, no. 1 (2003): 47–54. http://dx.doi.org/10.3141/1829-07.

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The performance of a variety of materials added to asphalt binders and mixtures to change their properties, particularly with respect to rutting and cracking, was investigated. Two approaches were taken. The first was a field trial of seven modifiers. The modifiers evaluated included plastomers, elastomers, chemical modifiers, and particulates. The second approach was a laboratory study of the effects of these modifiers on binder and mixture properties. The field trial showed that modifiers are not essential to ensure that the pavement will not rut; none of the mixtures evaluated here exhibite
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Dobosz, Stanisław M., Jan Kozień, Dariusz Drożyński, and Małgorzata Hosadyna-Kondracka. "New Pro-ecological Alkyd Binder for Moulding Sands with Limited Solvent Content." Journal of Casting & Materials Engineering 8, no. 2 (2024): 19–24. http://dx.doi.org/10.7494/jcme.2024.8.2.19.

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Moulding sands with an alkyd binder are used primarily in the production of massive castings, mainly of cast steel, but they can also be used for castings made of other alloys. Moulding sands with an alkyd binder compete with self-hardening sands with phenolic and furfuryl resins. They have several advantages in common with furan moulding sands, such as excellent knock-out properties and very good quality of the casting surface. Additionally, alkyd moulding sands do not contain nitrogen, sulphur, formaldehyde and water, various sands can be used as a matrix: quartz, chromite, zircon or olivine
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Kuznetsova, E. L., A. A. Orekhov, and V. F. Formalev. "Heat and mass transfer in anisotropic heat-protective composite materials under aerodynamic heating." Uchenye Zapiski Kazanskogo Universiteta. Seriya Fiziko-Matematicheskie Nauki 166, no. 4 (2024): 555–65. https://doi.org/10.26907/2541-7746.2024.4.555-565.

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This article presents a mathematical model of heat and mass transfer in anisotropic heat-protective composite materials (HPCM) during phase transformations of HPCM binders with the formation of a porous coke residue and pyrolysis gases filtering through the residue to the outer boundary. Using known binder decomposition and nonlinear filtration laws for random HPCMs, the model determines the velocity and coordinates of the two-dimensional HPCM binder decomposition zone, as well as the two-dimensional regions of the porous-gas residue and the initial phase, which are unsteadily separated by a m
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Akpolat, Mustafa. "Investigation of rutting, fatigue and cracking resistance parame-ters of CR modified warm asphalt binders compare with SBS modified binders." Revista de la construcción 21, no. 2 (2022): 309–28. http://dx.doi.org/10.7764/rdlc.21.2.309.

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This study compares the rutting and cracking resistance and fatigue parameters of crumb rubber (CR) modified warm asphalt binders, which were determined by viscoelastic continuum damage (VECD) theory. The effect of the combination of CR modification and Sasobit, a warm mix additive, was investigated. Performance of CR + Sasobit compound was compared with styrene-butadiene-styrene (SBS) modification. Newly developed rheological tests such as multi stress creep recovery (MSCR), lineer amplitude sweep (LAS) and conventional tests were applied to modified binders. It was determined that the CR + S
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Apostolidis, Panos, Cor Kasbergen, Amit Bhasin, Athanassios Scarpas, and Sandra Erkens. "Study of Asphalt Binder Fatigue with a New Dynamic Shear Rheometer Geometry." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 28 (2018): 290–300. http://dx.doi.org/10.1177/0361198118781378.

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With the effort to precisely predict the lifetime of asphalt binders and subsequently optimize their utilization in a more economical way, the objective of this study was to introduce a new methodology to improve the fatigue characterization of asphalt binders through a new dynamic shear rheometer (DSR) sample testing geometry. Initially, numerical analyses were performed to study the geometry-related issues of a standard DSR sample on time sweep tests, and to assist in the effort to increase understanding of the DSR damage phenomena of asphalt samples. On the basis of these numerical analyses
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Chioti, Afroditi G., Vasiliki Tsioni, Stefanos Patsatzis, et al. "Characterization of Biofilm Microbiome Formation Developed on Novel 3D-Printed Zeolite Biocarriers during Aerobic and Anaerobic Digestion Processes." Fermentation 8, no. 12 (2022): 746. http://dx.doi.org/10.3390/fermentation8120746.

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Background: Aerobic or anaerobic digestion is involved in treating agricultural and municipal waste, and the addition of biocarriers has been proven to improve them further. We synthesized novel biocarriers utilizing zeolites and different inorganic binders and compared their efficiency with commercially available biocarriers in aerobic and anaerobic digestion systems. Methods: We examined BMP and several physicochemical parameters to characterize the efficiency of novel biocarriers on both systems. We also determined the SMP and EPS content of synthesized biofilm and measured the adherence an
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Funke, Henrik, Sandra Gelbrich, and Lothar Kroll. "The Durability and Performance of Short Fibers for a Newly Developed Alkali-Activated Binder." Fibers 4, no. 4 (2016): 11. http://dx.doi.org/10.3390/fib4010011.

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Shin, E. Eugene, Alekh Bhurke, Edward Scott, Steve Rozeveld, and Lawrence T. Drzal. "Microstructure, Morphology, and Failure Modes of Polymer-Modified Asphalts." Transportation Research Record: Journal of the Transportation Research Board 1535, no. 1 (1996): 61–73. http://dx.doi.org/10.1177/0361198196153500109.

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The effects of polymer modification on microstructure, morphology, and failure modes of asphalt binders and their concretes were investigated using various test methodologies that have been newly developed or modified. Results from the good and bad samples (i.e., a new Marshall concrete specimen and an aged road core, flexible pavement that showed signs of stripping, respectively) confirmed the reliability and applicability of the test methods. Two different viscosity-graded asphalt binders, AC-5 and AC-10, with two types of network thermoplastics, styrene-butadiene-styrene and styrene-ethylen
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Book chapters on the topic "Newly developed binder"

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Alhaskir, Mohamed, Matteo Tschesche, Florian Linke, et al. "ECG Matching: An Approach to Synchronize ECG Datasets for Data Quality Comparisons." In German Medical Data Sciences 2023 – Science. Close to People. IOS Press, 2023. http://dx.doi.org/10.3233/shti230718.

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Clinical assessment of newly developed sensors is important for ensuring their validity. Comparing recordings of emerging electrocardiography (ECG) systems to a reference ECG system requires accurate synchronization of data from both devices. Current methods can be inefficient and prone to errors. To address this issue, three algorithms are presented to synchronize two ECG time series from different recording systems: Binned R-peak Correlation, R-R Interval Correlation, and Average R-peak Distance. These algorithms reduce ECG data to their cyclic features, mitigating inefficiencies and minimiz
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Conference papers on the topic "Newly developed binder"

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Hausnerova, Berenika, Vera Kasparkova, and Eva Hnatkova. "Rheological and thermal performance of newly developed binder systems for ceramic injection molding." In VIII INTERNATIONAL CONFERENCE ON “TIMES OF POLYMERS AND COMPOSITES”: From Aerospace to Nanotechnology. Author(s), 2016. http://dx.doi.org/10.1063/1.4949695.

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Rahman, A. S. M. Asifur, and Rafiqul A. Tarefder. "Development of a New Dynamic Modulus Predictive Model Based on Binder Viscosity for the Superpave Mixtures of New Mexico." In ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-66317.

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The newly developed mechanistic-empirical pavement design method uses the dynamic modulus as one of the crucial input parameters for the asphalt pavement to be designed or analyzed. This study proposes a new regression-based predictive model to estimate dynamic modulus of asphalt concrete from the viscosity of the asphalt binder used in the asphalt-aggregate mixture. Other parameters related to the aggregate gradation, such as, fineness modulus, and uniformity coefficient and the parameters related to the mixture volumetric are also incorporated in this model. A total of 21 asphalt concrete mi
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Jackson, Mark J., Waqar Ahmed, Robert Woodwards, and Htet Sein. "Wear of Dental Cutting Tools Coated With Nanocrystalline Diamond Coatings." In World Tribology Congress III. ASMEDC, 2005. http://dx.doi.org/10.1115/wtc2005-63922.

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Dental cutting tools have traditionally been made using resin-bonded diamonds that have a tendency to breakdown during drilling operations with the consequent loss of diamonds and resin binder into the patient’s mouth. Recent developments in chemical vapor deposition have made it possible to create binderless diamond cutting tools that are useful for machining and drilling enamel, dentine, amalgam, and cast alloys used for crowns and bridges. The paper compares newly developed tools with conventional tools that are used for orthodontic and maxillofacial operations. The reduction in wear using
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Chasoglou, Alexandros, Panagiotis Tsirikoglou, Anestis Kalfas, and Reza Abhari. "An Additively Manufactured Four Sensor Fast Response Aerodynamic Probe." In ASME Turbo Expo 2020: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/gt2020-15081.

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Abstract The current work describes the design, development and testing of a miniature fast response aerodynamic probe (FRAP) with 4 sensors (4S), able to perform measurements in unsteady three-dimensional flow field. Moreover, the calibration and first results with the newly developed probe is also provided. The miniature FRAP-4S demonstrates a 3 mm tip diameter, which represents a 25% reduction in diameter size, in comparison to a first generation FRAP-4S, without any loss in terms of measurement bandwidth. The 3 mm outer casing of the probe is additively manufactured with a high-precision b
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Spies, Karel. "Pavement subbase layers for reconstruction and repair of lower class roads." In 8th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2024. http://dx.doi.org/10.5592/co/cetra.2024.1651.

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Today's construction industry is increasingly putting concepts such as sustainability, recycling, emission, and energy reduction at the forefront. This article follows the same path, looking at the design of new, recycled road subbase layers. These layers are almost 100 % composed of reclaimed asphalt, milled to the appropriate fraction. This reclaimed asphalt is either mixed with a suitable binder, heated to a low temperature or a combination of both effects occurs. The research described in this paper is partially related to the newly developed standard CSN 73 6147 Cold recycling of pavement
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Gražulytė, Judita, and Audrius Vaitkus. "Analysis of Methods and Criteria for Evaluation of Bitumen Performance at Low Temperatures." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.137.

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Thermal cracking is the dominant pavement failure in the cold regions. After each winter, the newly appeared cracks have to be sealed. However, after a few years depending on the sealing method the previously sealed cracks have to be resealed. It results in high maintenance budget and human resources. The appropriate bitumen selection on the basis of bitumen performance at low temperatures can reduce the effect of thermal cracking. For this purpose, number of methods are developed such as Fraass test, bending beam rheometer (BBR) test, direct tension (DT) test, asphalt binder cracking device (
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Hunt, Emily M., and Matt Jackson. "Coating and Characterization of Energetic Materials." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-38695.

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This project develops a method of manufacturing Plastic Bonded Explosives by using use precision control of agglomeration and coating of energetic powders. The energetic material coating process entails suspending either wet or dry energetic powders in a stream of inert gas and contacting the energetic powder with atomized droplets of a lacquer composed of binder and organic solvent. By using a high velocity air stream to pneumatically convey the energetic powders and droplets of lacquer, the energetic powders are efficiently wetted while agglomerate drying begins almost immediately. The resul
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Denton, Mark S., and Mercouri G. Kanatzidis. "Innovative Highly Selective Removal of Cesium and Strontium Utilizing a Newly Developed Class of Inorganic Ion Specific Media." In ASME 2009 12th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2009. http://dx.doi.org/10.1115/icem2009-16221.

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Highly selective removal of Cesium and Strontium is critical for waste treatment and environmental remediation. Cesium-137 is a beta-gamma emitter and Strontium-90 is a beta emitter with respective half-lives of 30 and 29 years. Both elements are present at many nuclear sites. Cesium and Strontium can be found in wastewaters at Washington State’s Hanford Site, as well as in wastestreams of many Magnox reactor sites. Cesium and Strontium are found in the Reactor Coolant System of light water reactors at nuclear power plants. Both elements are also found in spent nuclear fuel and in high-level w
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Hsiao, Kuang-Ting. "A Numerical Study of Integrated Direct Cure Kinetics Characterization and Control for Resin Transfer Molding (RTM)." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-80669.

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In Resin Transfer Molding (RTM), the fiber preform is first placed inside a mold cavity and is subsequently impregnated with liquid resin. After mold filling, the resin starts to cure and bind the fiber preform into a solid composite part. The cure cycle will affect the residual stress built during RTM and must be controlled. Traditionally, the cure cycle control is achieved through three steps: offline resin cure kinetics characterization, offline cure cycle optimization, and mold temperature control. Different from other traditional cure cycle control approaches, this paper presents an inves
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Reports on the topic "Newly developed binder"

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Hajj, Ramez, Marshall Thompson, Renan Santos Maia, et al. Updates to Mechanistic-Empirical Design Inputs for Illinois Flexible Pavements. Illinois Center for Transportation, 2024. http://dx.doi.org/10.36501/0197-9191/24-010.

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This study reviews the Illinois Department of Transportation’s full-depth asphalt, limiting strain criterion, and asphalt over rubblized concrete design procedures, considering technological advancements in hot-mix asphalt—namely, the increased use of recycled materials and modified asphalt binders. The researchers evaluated the current |E*| algorithm by conducting laboratory tests with four mix designs and seven asphalt binders of different Superpave performance grades. They compared predictive models, including the current Illinois modulus algorithm as well as the Witczak, Hirsch, and newly
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