Gotowe bibliografie tematyczne / Binder Content

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Gotowa bibliografia na temat „Binder Content”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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Artykuły w czasopismach na temat "Binder Content"

Li, Zhihao, Xuejuan Cao, Jue Li, and Xiaoyu Yang. "Research on the Correlation Between the Chemical Components and the Macroscopic Properties of Asphalt Binder." Materials 18, no. 3 (2025): 610. https://doi.org/10.3390/ma18030610.

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The chemical composition of asphalt binder is closely related to its macroscopic properties, and as an important road building material, its performance directly affects the service performance of asphalt binder pavement. Saturate, aromatic, resin, and asphaltene are the four most common chemical components of asphalt binders, collectively known as the SARA components. The SARA components are used to establish the corresponding relationship between the chemical composition and the macroscopic properties of asphalt binder, which is of great significance for further research on and development o

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Zhong, Yuqing, Guanghua Cai, Shiquan Wang, Huajin Qin, Caihong Zhang, and Jiangshan Li. "Influence of Organic Content on the Mechanical Properties of Organic-Rich Soils Stabilized with CaO-GGBS Binder and PC." Water 14, no. 19 (2022): 3053. http://dx.doi.org/10.3390/w14193053.

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Organic-rich soil is a typical special soil often encountered in foundation treatment. Previous research has revealed that Portland cement (PC) not only pollutes the environment but is significantly affected by organic matter during its hydration and cementation. Although quicklime (CaO)-GGBS binder (CG) is an effective alternative to PC, its efficiency in treating organic-rich soils has not been studied. In this study, organic-rich soil was treated with two binders of CG and PC. The physical, mechanical, and chemical characteristics of the stabilized soils were tested at various organic conte

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Li, Anita, Jacob Hempel, Yang-Tse Cheng, and Alan Taub. "Effect of Binder Content on Silicon Microparticle Anodes for Lithium-Ion Batteries." ECS Meeting Abstracts MA2022-01, no. 2 (2022): 423. http://dx.doi.org/10.1149/ma2022-012423mtgabs.

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Electrode formulation directly influences the resulting composite electrode structure and properties, ultimately impacting the electrode performance and durability. Although there have been many significant advancements in the development and understanding of novel and effective binder materials for silicon anodes1–4, few studies report more than one formulation, or ratio of active material to conductive additive to polymeric binder5,6. In this study, we focus on investigating the impact of polyimide binder weight ratio in silicon microparticle electrodes. Electrode adhesion to the current col

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Yun, Jihyeon, Hyun Joon Choi, Il-Ho Na, and Hyun Hwan Kim. "Characterization of Base Oil Effects on Aged Asphalt Binders Considering Bicycle Road." Materials 16, no. 2 (2023): 624. http://dx.doi.org/10.3390/ma16020624.

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Demand for various bicycles and sharing systems has constantly been growing worldwide as they improve the quality of life and promote eco-friendly transportation. Accordingly, it is inevitable that bicycle roads should be expanded. As bicycle roads have a relatively lower load applied than automobile roads, adopting a design method that uses a high reclaimed asphalt pavement (RAP) content can be beneficial. However, much uncertainty still exists about the relation between the mixing method and application in field sites, without appropriately considering the quality control of the rejuvenator.

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Sun, Yuxuan, Augusto Cannone Falchetto, Fan Zhang, Di Wang, and Wei Chen. "Molecular Dynamics Simulation and the Regeneration and Diffusion Effects of Waste Engine Oil in Aged Asphalt Binder." Materials 17, no. 10 (2024): 2212. http://dx.doi.org/10.3390/ma17102212.

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In recent years, the potential of waste engine oil (WEO) as a rejuvenator for aged asphalt binders has gained significant attention. Despite this interest, understanding WEO’s regeneration mechanism within aged asphalt binders, particularly its diffusion behavior when mixed with both aged and virgin asphalt binders, remains limited. This study adopts a molecular dynamics approach to constructing models of virgin, aged, and rejuvenated asphalt binders with different WEO contents (3%, 6%, 9%, and 12%). Key properties such as the density, glass transition temperature, cohesive energy density, sol

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Wang, Shuang Xi, Xue Qiong Ouyang, Ya Dong Wang, Qiong Na Zheng, and Jing You. "A Novel Green Tape with High Solid Content Prepared by Aqueous Tape-Casting." Advanced Materials Research 150-151 (October 2010): 646–50. http://dx.doi.org/10.4028/www.scientific.net/amr.150-151.646.

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Green tapes were prepared by aqueous tape-casting method with binders of polyvinyl alcohol, styrene-acrylate emulsion and the mixed binders, respectively. Effects of solid content and binders on viscosity of the slurry were investigated by digital rotary viscosimeter. Results show that solid content should be lower than 60wt % with the binder of PVA; solid content could achieve the maximum 73wt% by tape-casting using emulsion as binder. Furthermore, slurry with solid content up to 75wt % had been successfully prepared by tape-casting using mixed binders. Mixed binders are promising additives t

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Guo, Fucheng, Jianzhong Pei, Jiupeng Zhang, Rui Li, Pengfei Liu, and Di Wang. "Study on Adhesion Property and Moisture Effect between SBS Modified Asphalt Binder and Aggregate Using Molecular Dynamics Simulation." Materials 15, no. 19 (2022): 6912. http://dx.doi.org/10.3390/ma15196912.

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In this project, the adhesion property and moisture effect between styrene–butadiene–styrene (SBS) modified asphalt binder and aggregate were studied to reveal their interface adhesion mechanism. The influence of SBS contents on adhesion property and moisture effect between binder and aggregate phases were investigated using molecular dynamics simulation. Moreover, the double-layer adhesion models of asphalt binder–aggregate and triple-layer debonding models of asphalt binder–water–aggregate were constructed and equilibrated, and the adhesion property and the moisture effect were evaluated num

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K, Shreyas. "Experimental Analysis of Resilient Characteristics of CRMB – 55 & 60 Grade with Grade-II Aggregates on Pavement." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 06 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35614.

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An evaluation of the physical and engineering properties of modified binders was conducted in this paper, namely Crumb Rubber Modified Bitumen (CRMB - 55 grade & CRMB - 60 grade) containing cement as a mineral filler of 2 % and varying binder contents between 4% and 6% for determining the Optimum Binder Content (OBC) for aggregates of nominal size 13.2 mm in Grade-II. As a result of varying stress levels from 10% to 40%, the specimens have been cast for indirect tensile strength (ITS), moisture susceptibility, and fatigue cycles’ estimation. Keywords: Stability, Modified binder, In-direct

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Liang, Yanlong, David Jones, John T. Harvey, and Jeffery Buscheck. "Laboratory Evaluation of Rubberized Binder and Mix Containing a Low Content of Devulcanized Rubber Modifier." Transportation Research Record: Journal of the Transportation Research Board 2674, no. 11 (2020): 53–63. http://dx.doi.org/10.1177/0361198120941506.

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This paper evaluates the mechanical properties of rubberized asphalt binder and mix containing 5% and 10% rubber. This rubberized asphalt binder was manufactured in a field-blend process using devulcanized rubber particles, finer than 250 microns, derived from waste tires. Comparison between the rubberized binder and the base binder test results showed that the rubberized binders had higher complex moduli and lower phase angles at the grade temperature. They also had a higher percentage recovery in the multiple stress creep recovery test, and a significant creep stiffness reduction in the bend

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Bowers, Benjamin F., Stacey D. Diefenderfer, and Brian K. Diefenderfer. "Laboratory Evaluation of a Plant-Produced High Polymer–Content Asphalt Mixture." Transportation Research Record: Journal of the Transportation Research Board 2631, no. 1 (2017): 144–52. http://dx.doi.org/10.3141/2631-16.

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Reflective cracking in asphalt overlays placed over jointed concrete pavements is of major concern in Virginia, as well as nationally, and has generated interest in various reflective crack mitigation techniques that are easy to implement. One technique is the use of binder modifiers, such as asphalt rubber, polymer-modified asphalt binders, or high polymer–content (HP) modified binders. In the summer of 2014, the Virginia Department of Transportation placed an HP asphalt mixture produced by using an asphalt binder that contained approximately 7.5% styrene-butadiene-styrene polymer in a trial

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Rozprawy doktorskie na temat "Binder Content"

Giompalo, Joseph A. "Permeability of hot mix asphalt concrete as affected by binder content." Morgantown, W. Va. : [West Virginia University Libraries], 2010. http://hdl.handle.net/10450/10896.

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Thesis (M.S.)--West Virginia University, 2010.<br>Title from document title page. Document formatted into pages; contains viii, 55 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 54-55).

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Visser, Sophia. "The effect of binder composition and content on the early age behaviour of concrete." Diss., University of Pretoria, 2019. http://hdl.handle.net/2263/79205.

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With the increased use of high performance concrete a lower water-to-binder ratio is employed to improve the properties of concrete and mineral and chemical admixtures are introduced. With a low water-to-binder ratio, considerable early-age volume changes can occur and compromises the durability of the concrete. Early age shrinkage is often not tested in practice due to the difficulty in measuring and the lack of standardisation of measuring techniques. The tensile capacity of concrete is lowest at an early age and therefore the most susceptible to cracking and material faults when stresses ar

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Mejias, De Pernia Yolibeth. "Prediction of the Optimum Binder Content of Open-Graded Friction Course Mixtures Using Digital Image Processing." Scholar Commons, 2015. http://scholarcommons.usf.edu/etd/5888.

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Florida Department of Transportation (FDOT) has been using Open Graded Friction Course (OGFC) mixture to improve skid resistance of asphalt pavements under wet weather. The OGFC mixture design strongly depends on the Optimum Binder Content (OBC) which represents if the mixture has sufficient bonding between the aggregate and asphalt binder. At present, the FDOT designs OGFC mixtures using a pie plate visual draindown method (FM 5-588). In this method, the OBC is determined based on visual inspection of the asphalt binder draindown (ABD) configuration of three OGFC samples placed on pie plates

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Yousuf, Saif. "Structural Low Cement Content (LCC) Concrete: An Eco-friendly Alternative for Construction Industry." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/37590.

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Pressure is mounting in the construction industry to adopt more environmentally sustainable methods to reduce CO2 emissions. Portland cement (PC) often constitutes to more than two-thirds of the embodied energy of concrete, and its production generates 5% of global greenhouse gas emissions. One efficient strategy to reduce the cement content without sacrificing performance is the use of particle packing models (PPM) to mix- proportion concrete mixtures with low cement content, the so-called low cement content (LCC) concrete. If on the one hand LCC was seen to be an effective sustainable altern

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Tomlinson, Christopher. "The Effect of High RAP and High Asphalt Binder Content on the Dynamic Modulus and Fatigue Resistance of Asphalt Concrete." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/19245.

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This thesis investigates the effects of using various percentages of RAP and asphalt binder contents on the dynamic modulus and fatigue resistance of asphalt concrete. Two RAP percentages (20% and 40%) and three binder percentages (plant-mixed, plant-mixed + 0.5%, and plant-mixed + 1.0%) were evaluated. A Superpave gyratory compactor and an asphalt vibratory compactor were used to prepare dynamic modulus samples and fatigue beam samples at 7% air voids. Three replicate samples for each percentage of RAP and asphalt binder content were prepared for testing purposes. An Interlaken Technology Cor

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Boriack, Paul Christian. "A Laboratory Study on the Effect of High Rap and High Asphalt Binder Content on the Performance of Asphalt Concrete." Thesis, Virginia Tech, 2014. http://hdl.handle.net/10919/24810.

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This thesis investigates the effect of added asphalt binder content on the performance and volumetric properties of asphalt concrete mixes containing Reclaimed Asphalt Pavement (RAP). Mixes with three different percentages of RAP (0%, 20%, 40%) obtained from an asphalt producer and three different percentages of asphalt binder (design asphalt content, design +0.5%, and design +1.0%) were evaluated. Additionally, a laboratory produced mix containing 100% RAP with four asphalt binder contents (0.0%, 0.5%, 1.0% and 1.5%) was also evaluated in order to determine the binder level that optimizes m

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Stimilli, Arianna. "Advanced Experimental Study on Rheological and Mechanical Properties of Hot Recycled Bituminous Materials with High RAP Content." Doctoral thesis, Università Politecnica delle Marche, 2015. http://hdl.handle.net/11566/242917.

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Oggigiorno, la produzione di conglomerati con elevate percentuali di fresato (RAP) rappresenta una delle maggiori sfide da affrontare. L’inclusione di RAP garantisce vantaggi in termini ambientali ed economici, soprattutto tramite riciclaggio a caldo, tecnica che permette il simultaneo sfruttamento della fase bituminosa e lapidea di una miscela. Attualmente i quantitativi di RAP comunemente utilizzati sono limitati data la mancanza di esperienza e di prove scientifiche che dimostrino la possibilità di includere fresato senza penalizzare le prestazioni della pavimentazione. L’attività di dotto

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Vorobjovas, Viktoras. "Asfaltbetonio sudėties nustatymo metodų analizė." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2006. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2006~D_20060615_085053-92603.

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The quality of asphalt depends on quality and type of components. The e main characteristic of asphalt is the composition – binder content and aggregate graduation. There are developed many methods for the evaluation of asphalt content. This work analyzes the methods of asphalt content determination. Also there are compared to methods: solvent extraction and ignition method. For the evaluation of these methods the researches of 50 samples have been made. The samples were taken from the asphalt pavement and others were made in laboratory. When results of research were analyzed by principles of

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Tagliaferri, de Grazia Mayra. "Contribution to the Understanding of Fresh and Hardened State Properties of Low Cement Concrete." Thesis, Université d'Ottawa / University of Ottawa, 2018. http://hdl.handle.net/10393/38109.

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Concrete, the major construction material used in the civil industry worldwide, displays remarkable performance and economic benefits. Yet, it also presents a huge environmental impact producing about 7% of the global carbon dioxide (CO2). Given the rise of global warming concerns, studies have been focusing on alternatives to reduce the amount of Portland cement (PC), which is the least sustainable ingredient of the mixture, for example by adopting particle packing model (PPM) techniques. Although a promising alternative, there is currently a lack of studies regarding the efficiently use of P

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Wang, Dong. "Binder Film Thickness Effect on Aggregate Contact Behavior." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/34510.

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This study presents a study on the binder film thickness effect on aggregate contact behavior. As a three-phase material composed of aggregates, asphalt binder and air voids, asphalt mixture could be considered as a visco-elastic material in the low stress level. Since the behavior of the mixture depends largely on the relationship of different components, a well developed contact model for micro-structural modeling is very important for understanding the deformation mechanism of the mixture. In this study, the contact modeling of asphalt mixture was reviewed and the numerical tools used to in

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Książki na temat "Binder Content"

Phillips, Son & Neale. The sale of the contents of the Cockerell bindery: To be sold by auction on Tuesday 27th March 1990. Phillips, Son & Neale, 1990.

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Belyaev, pavel, Mihail Sokolov, and Viktor Frolov. Recycling of polymer waste to produce composites for road construction. INFRA-M Academic Publishing LLC., 2025. https://doi.org/10.12737/2155924.

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The monograph examines the problem of polymer waste disposal using the example of obtaining polymer-bitumen binders (PBBs) for road construction using large-tonnage packaging waste from high-pressure (low density) polyethylene. The composition of a complex modifier has been developed, in which expensive thermoplastic is partially replaced by cheaper high-pressure polyethylene or its waste. The possibility of obtaining polymer-bitumen binders using such a modifier in cheaper and more reliable standard vertical mixing apparatuses with paddle agitators is substantiated, which reduce energy consum

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Rathore, Mukul. High reclaimed asphalt content mixtures: Design parameters and Performance evaluation. RTU Press, 2022. http://dx.doi.org/10.7250/9789934228070.

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The Doctoral Thesis focusses on developing new procedures for the design and evaluation of high content reclaimed asphalt mixtures containing rejuvenators and on investigating their long-term mechanical performance and environmental impact. A systematic research was conducted to develop a new procedure for preparation of high reclaimed asphalt content mixtures in laboratory. A stage extraction method was developed as part of this work to extract multiple layers of binder from reclaimed asphalt mixtures. Further, the aspects of pavement design have been integrated into life cycle assessment tec

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Howell, Lou, and Sue Beers. Using Writing to Learn Across the Content Areas : An ASCD Action Tool: 1 3-Ring Binder, 1 CD-ROM. Association for Supervision & Curriculum Development, 2005.

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Tortora, Gerard J., and Bryan H. Derrickson. Principles of Anatomy and Physiology 14E Binder Ready Version with PAP 13E Sel Content Col of Dupage and WileyPLUS Blackboard Card Set. Wiley & Sons, Incorporated, John, 2014.

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Ganeri, Jonardon. The Content of Perceptual Experience. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198757405.003.0004.

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Attention performs two constitutive roles in perceptual experience. This chapter argues that this claim is motivated by a need to respect two apparently competing insights about experience, one having to do with its epistemic role in supplying reasons for our beliefs about the world around us, the other to do with the phenomenology of openness to the world. Attention is the glue that binds our sensate, active, and rational natures, that in virtue of which we both find ourselves absorbed by a world of solicitations and also what enables us to access objective features of the entities whose pres

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Pratt, Jamie. Instant Access to the WileyPLUS Course + Binder Version (looseleaf) for Financial Accounting in an Economic Context, 10th Edition Binder Ready Version. Wiley & Sons, Incorporated, John, 2017.

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Reichhard, Stephan. Content Marketing für Regionalbanken: So können Genossenschaftsbanken und Sparkassen Kunden gewinnen, binden und begeistern. Springer Gabler, 2019.

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Co-Creation in der Creator Economy: So Können Content Creators Ihre Community an Ihre Inhalte Binden. Springer Fachmedien Wiesbaden GmbH, 2024.

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Części książek na temat "Binder Content"

Gooch, Jan W. "Binder Content." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_1301.

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Provis, John L., and Susan A. Bernal. "Binder Chemistry – Blended Systems and Intermediate Ca Content." In Alkali Activated Materials. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-7672-2_5.

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Zhao, Yuhui, and Chaoyang Yu. "Cause Analysis and Research of Influence Factors of Cracks in Railway Tunnel Lining Concrete." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_13.

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AbstractAiming at the cracking of railway tunnel lining concrete, the cracking reasons were analyzed, the non-load factor was determined as the main reason, and the main factors which affecting the shrinkage cracking of lining concrete were discussed in this paper. On this basis, the influences of binder content, unilateral water content, sand ratio and limestone powder content on cracking sensitivity of lining concrete were studied, by using dry-shrinkage, flexural strength and splitting tensile strength as the evaluation indexes of cracking sensitivity of concrete. The results show that the

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Liu, Yingran, Yu Sun, Jian Gong, Yafeng Zhang, and Zhewei Sun. "Experimental Study on Mix Ratio Design of High Coal Gangue Content Concrete." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_23.

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AbstractIn order to improve the utilization rate of coal gangue as aggregate in concrete, based on the orthogonal experimental design method, the L16 (45) orthogonal table was used to initially prepare the mix ratio, and the concrete compressive specimens were poured, and their compressive strength was tested after standard curing for 7 days. The significance of the three factors of coal gangue ratio, coal gangue-sand ratio and water-binder ratio on strength was preliminarily understood. Then adjust the factor levels, use the L9 (34) orthogonal table to arrange the factor levels, formulate the

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Souza, Adriel Magalhães, Justin Rietberg, Eraldo Jannone da Silva, and Hitomi Yamaguchi. "Hybrid Polishing Tool for Internal Finishing of Complex Part Interiors in Magnetic Abrasive Finishing." In Lecture Notes in Mechanical Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-77429-4_78.

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AbstractThis paper describes the development of a new hybrid polishing tool, which consists of magnetic particles and a water-soluble binder and transforms from a bonded-tool phase to a particle-brush phase during polishing. During the bonded-tool phase, the binder remains intact, and material is removed from the peaks of the target surface where abrasive is pressed against the surface. Once the binder dissolves in the lubricant, the magnetic particles separate, form a brush tool (particle-brush phase), and polish the surface while conforming to the surface geometry. The phase transition timin

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Hwalla, Joud, Mariane Saba, Joseph Assaad, and Hilal El-Hassan. "Performance of Metakaolin-Based Alkali-Activated Mortar for Underwater Placement." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_9.

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AbstractThis study assesses the performance of metakaolin (MK)-based alkali-activated geopolymers as potential materials for underwater applications. Mortars were formulated using gradually higher sand volumes, which resulted in binder-to-sand ratios varying from 1:3 to 1:1.85 and 1:0.8. The alkali-activated solution (AAS) was produced using sodium silicate and sodium hydroxide. The AAS was adjusted to achieve a flow of 16 and 22 ± 1 cm while the setting times, plastic viscosity, washout loss, and 28-day compressive strengths were determined. Generally, an increase in AAS content prolonged set

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Yeon, Jung Heum, Yeoung-Geun Choi, Cheol-Jae Yang, and Kyu-Seok Yeon. "Effect of Polymer Paste Content on the Porosity and Strength of Pervious Polymer Concrete." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_26.

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AbstractThis study investigates the effect of polymer paste content on the porosity and strength of pervious polymer concrete made of unsaturated polyester resin, fly ash filler, and crushed coarse aggregate. The porosity (total porosity and connected porosity) and strength (compressive and flexural strengths) for different polymer paste contents were investigated. The polymer paste content was chosen as an experimental variable because it determines the cost-effectiveness and has a significant impact on various material properties. The results showed that the total and connected porosity fell

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Rüscher, C. H., A. Schulz, M. H. Gougazeh, and A. Ritzmann. "Mechanical Strength Development of Geopolymer Binder and the Effect of Quartz Content." In Ceramic Engineering and Science Proceedings. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118807743.ch2.

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Kumar Poloju, Kiran, and Ward Nasser Al Banna. "Microstructure Studies and Strength Determination of Different Binder Content of Geopolymer Concrete." In Advancements in Science and Technology for Healthcare, Agriculture, and Environmental Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781032708348-10.

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Shan, Jingsong, Chengfa Song, Shengbo Zhou, TongJun Duan, Shuai Zheng, and Bo Zhang. "Study on Performance of Pervious Concrete Modified by Nano-Silicon + Polypropylene Fiber Composite." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_15.

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AbstractIn order to improve the comprehensive performance of pervious concrete, nano-silicon and polypropylene fiber were added to pervious concrete to study the change of performance of pervious concrete. Firstly, the effect of single doped nano-silicon on the properties of cement slurry and pervious concrete was studied, and the optimal water-binder ratio and nano-silicon content were determined. Based on this, mixed polypropylene fiber with different proportions of length of 18 mm to determine the reasonable amount of polypropylene fiber. The results showed that the compressive strength of

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Streszczenia konferencji na temat "Binder Content"

Refiyanni, Meidia, Sofyan M. Saleh, M. Isya, Sri Aprilia, and Ichvan Fadil. "Porous Asphalt: A Comparison of Modified Optimized Asphalt Content and Conventional Optimized Asphalt Content." In The 2nd International Conferences on Applied Engineering, Science, Technology and Innovation. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-bk32ag.

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Indonesia is a tropical country with high rainfall, which necessitates pavement with higher void content and good drainage conditions. The quality of road pavement depends on the materials used. One type of asphalt mixture with high void content and permeability but low stability is porous asphalt. This is due to the composition of porous asphalt, which consists predominantly of coarse aggregates compared to fine aggregates. This study utilizes waste tires, Low-Density Polyethylene (LDPE), gilsonite, and 60/70 penetration asphalt as binders, referred to as modified asphalt, in porous asphalt m

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Soucek, Mark D., Elif Alyamac, and Hua Gu. "Self-Stratified Coatings." In SSPC 2013 Greencoat. SSPC, 2013. https://doi.org/10.5006/s2013-00066.

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Abstract A homogeneous mixture of two immiscible polymeric binders were dissolved in a common solvent or a mixture of solvents was applied as a thin film. The first polymeric binder was a bisphenol-A (BPA) based epoxide, epoxide modified with tetraethoxysilane (TEOS) oligomer, or phosphated epoxide. The second polymeric binder was a fluorinated acrylic copolymer. The mixture was coated on steel substrates via spray and slow casting techniques and then was thermally crosslinked using a methylated melamine formaldehyde and a polyamide curing agents. During the film formation process, a self-stra

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Petropavlovskaya, Victoria, Kirill Petropavlovskii, Tatiana Novichenkova, Michail Sulman, and Yury Kosivtsov. "LOW CARBON BINDERS WITH ASH MICROSPHERE." In 24th SGEM International Multidisciplinary Scientific GeoConference 24. STEF92 Technology, 2024. https://doi.org/10.5593/sgem2024/4.1/s18.37.

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Construction technologies are among the most critical in terms of negative impact on the environment. Burnt binders, primarily cement and air-lime, emit significant volumes of carbon dioxide and man-made heat. At the same time, a large amount of hydrocarbon fuel is also consumed for their firing. Therefore, to achieve sustainable development goals, the development of alternative binder formulations or innovative ways to produce traditional binders with low carbon emissions is necessary. The synthesis of low-carbon binder compositions that provide the required properties is based on the use of

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Pech-Canul, M. A., and A. A. Sagüés. "Evaluation of Steel Reinforcement Corrosion in Concrete Drainage Culverts." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99563.

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Abstract In an investigation in progress, reinforced concrete test specimens cut from two different sources of concrete culvert pipe were tested under cyclic saltwater ponding and under constant exposure to seawater. The specimens were electrochemically monitored over 700 days (cyclic test) and 400 days constant exposure for evidence of corrosion initiation and measurement of resulting corrosion rates. Corrosion initiation took place after a few months of exposure in the cyclic ponding tests. The corrosion was localized and developed at regions where the concrete cover was lowest (but still wi

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Nguyen, Mai Phuong, Shigeyoshi Yoshida, Satoshi Okamoto, Takamichi Miyazaki, and Yasushi Endo. "Assessment of Binder Content and Particle Size Effects on Core Loss in Fe-Si Powder Cores for Broad Frequency Range." In 2024 IEEE International Magnetic Conference (INTERMAG). IEEE, 2024. https://doi.org/10.1109/intermag56625.2024.10830461.

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Dombroski, Bridget, Mary Kate McCrea, and Leo J. Procopio. "Creating More Sustainable Industrial Coatings: Driving VOCs of High Performance Waterborne Direct-to-Metal Coatings below 50 g/L." In SSPC 2015 Greencoat. SSPC, 2015. https://doi.org/10.5006/s2015-00049.

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Abstract Lowering the volatile organic content (VOC) of industrial coatings has become a requirement in many reformulation and new coating development efforts, oftentimes in order to meet increasingly strict regulations. Driving VOC to lower levels and performance to higher levels can also offer a more sustainable coatings solution for the end-user. Lowering VOC and maintaining (or improving upon) high performance is often the goal when developing a new formulation, but the two objectives can be at odds with each other. For waterborne acrylic direct-to-metal (DTM) finishes and primers, the cha

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Claassen, E. J. "Iron Sulfide as a Water-Deposited Scale in Sour Gas Wells." In CORROSION 1988. NACE International, 1988. https://doi.org/10.5006/c1988-88191.

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Abstract Iron is soluble in reservoir waters which have high salinity and high hydrogen sulfide content. As the well produces, iron sulfide is precipitated due to the drop in pressure with the resultant increase in pH. The crystallites attach to the lower portion of the tubing, where either bimetallic or crevice corrosion occur beneath the crystallites. Gas condensate wells will deposit a high molecular weight material, such as asphaltene, on the iron sulfide crystallites as they deposit. Under these conditions the scale cannot be removed by hydrochloric acid, surfactants, or chelating agents.

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"Properties of Phosphate-based Cements with High Fly Ash Content." In SP-294: Advances in Green Binder Systems. American Concrete Institute, 2013. http://dx.doi.org/10.14359/51686322.

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Khasawneh, M. A. "Experimental characterization and environmental impact of different grades of CRM-modified asphalt binders." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-3.

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Abstract. The use of Crum Rubber Modifier (CRM) with asphalt binders improves their properties by reducing their temperature susceptibility; this improvement is dependent on the way CRM and binder react with each other. The CRM particles tend to absorb some oils from asphalt binder and swell, resulting in a higher viscosity and thus stiffer binder. This paper discusses the effect of adding CRM to asphalt binder by applying three different percentages of CRM on two asphalt binders, viz., 60-70 and 85-100. A total of 120 specimens were prepared to test their basic physical properties such as pen

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Marschnigg, Stefan, Christopher Herzig, Andreas Limbeck, et al. "Analysis Of The Binder Element Content In The W Phase Of Tungsten Heavy Alloys." In Euro Powder Metallurgy 2023 Congress & Exhibition. EPMA, 2023. http://dx.doi.org/10.59499/ep235755779.

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Tungsten heavy alloys are liquid phase sintered two-phase materials in which tungsten grains are embedded in an austenitic base matrix. While the solubility of W in the binder phase is high both at sintering temperature, when the binder phase is liquid, and also after cooling, the solubility of the binder elements in the W phase is very low, but the exact content has been a matter of discussion for a long time. In the present study, laser ablation induction coupled plasma mass spectrometry (LA-ICP-MS) has been employed for analyzing the Ni and Fe content in the W phase of W-Ni-Fe heavy alloys,

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Raporty organizacyjne na temat "Binder Content"

Ali, Ayman, Ahmed Saidi, Yusef Mehta, et al. Development and validation of a balanced mix design approach for CIR mixtures using full-scale testing. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45704.

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The main goal of this study was to improve the performance of cold in-place recycling (CIR) mixtures by using a balanced mix design (BMD) approach. This study involved preparing and testing CIR mixtures in the lab at varying contents of bituminous additives and constant content of 1% ce-ment and 3% water. Eight combinations of CIR mixtures were produced for this study using two binders (emulsion and foamed asphalt), compaction efforts (30 and 70 gyrations), and curing processes (72 hours at 140°F and 50°F). Results showed that asphalt pavement analyzer, semicircular bend, and indirect tensile

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Nevárez-Garibaldi, Roberto. Influences of Mixture Proportions and Test Conditions on the Strength and Stiffness of Wet-Mixed Soil and Cement. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2014-slmx-1.

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The deep mixing method is an in-situ ground improvement technique in which cementitious binder is mixed with soil using equipment that penetrates at least several meters into the ground. The mixing equipment can be vertical-axis rotating augers with mixing blades, horizontal-axis rotating wheels or drums with teeth, or chain-saw type equipment in which a chain with teeth moves around a post that is inserted into the ground. The product of deep mixing is referred to as "cement-treated soil" in this report to distinguish it from "soil-cement", which is a term that has long been used to refer to

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Kowalski, Karol, Rebecca McDaniel, and Jan Olek. Determining of the Binder Content of Hot Mix Asphalt Containing Dolomitic Aggregates Using the Ignition Oven. Purdue University, 2011. http://dx.doi.org/10.5703/1288284314259.

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Lee, Jusang, John E. Haddock, Dario D. Batioja Alvarez, and Reyhaneh Rahbar Rastegar. Quality Control and Quality Assurance of Asphalt Mixtures Using Laboratory Rutting and Cracking Tests. Purdue University, 2019. http://dx.doi.org/10.5703/1288284317087.

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The main objectives of this project were to review the available balanced-mix design (BMD) methodologies, understand the I-FIT and Hamburg Wheel Tracking Test (HWTT) test methods using INDOT asphalt mixtures, and to explore the application of these tests to both a BMD approach and as performance-related Quality Control (QC) and Quality Acceptance (QA) methods. Two QA mixture specimen types, plant-mixed laboratory-compacted (PMLC) and plant-mixed field-compacted (PMFC) were used in the determination of cracking and rutting parameters. Distribution functions for the flexibility index (FI) values

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Lee, Jusang, John E. Haddock, and Jongmyung Jeon. Development of Volumetric Acceptance and Percent Within Limits (PWL) and Criteria for Stone Metrix Asphalt (SMA) Mixtures in Indiana. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317580.

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SMA is to be designed based on SMA volumetric properties in terms of air voids content (Va), voids in the mineral aggregate (VMA), and adequate stone-on-stone contact. For construction quality assurance (QA) purposes, INDOT currently accepts SMAs based on aggregate gradation and asphalt binder content. Thus, there is a discrepancy between SMA design criteria and construction acceptance. To better align design and construction, it is necessary to consider SMA volumetric properties in the use of QA. For HMA mixtures, INDOT has already transitioned from volumetric QA acceptance procedures to PWL.

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Al-Qadi, Imad, Qingqing Cao, Lama Abufares, Siqi Wang, Uthman Mohamed Ali, and Greg Renshaw. Moisture Content and In-place Density of Cold-Recycling Treatments. Illinois Center for Transportation, 2022. http://dx.doi.org/10.36501/0197-9191/22-007.

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Cold-recycling treatments are gaining popularity in the United States because of their economic and environmental benefits. Curing is the most critical phase for these treatments. Curing is the process where emulsion breaks and water evaporates, leaving residual binder in the treated material. In this process, the cold-recycled mix gains strength. Sufficient strength is required before opening the cold-treated layer to traffic or placing an overlay. Otherwise, premature failure, related to insufficient strength and trapped moisture, would be expected. However, some challenges arise from the la

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Cho, Seonghwan, Tandra Bagchi, Jongmyung Jeon, and John E. Haddock. Material Characterization and Determination of MEPDG Input Parameters for Indiana Superpave 5 Asphalt Mixtures. Purdue University, 2024. http://dx.doi.org/10.5703/1288284317725.

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Superpave 5 (SP 5) has the ability to slow asphalt binder aging in asphalt pavements, which is why the SP 5 mix with optimum asphalt binder content to yield 5% air voids has recently been used in Indiana roads. INDOT also uses the AASHTOWare Pavement ME design software in pavement design, and the current asphalt aging prediction model in Pavement ME was developed based on the conventional Superpave asphalt mixture (design air voids 4%) design method. For the successful use of the SP 5 mixture design method with Pavement ME, the input level and input parameters play a significant role. The obje

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Machute, Ana, Lucas Tamele Jr., Arão Manhique, Afonso Macheca, and Hermínio Muiambo. Effect of jatropha curcas oil on the thermorheological properties of asphalt binder modified with recycled HDPE. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.ss.cep.1.

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The application of bio-oils in asphalt and polymer-modified asphalt (PMA), has recently received considerable attention as a pivotal method for enhancing the high-temperature performance of asphalt mixtures while maintaining good binder’s workability. In this study, Jatropha curcas oil (JCO) was selected and evaluated as an PMA modifier. JCO-rHDPE-modified bio-asphalt was prepared with different JCO contents: 1, 3, and 5 wt.%. Physical tests (penetration, softening point, and ductility), rheological tests (dynamic viscosity and rolling thin-film oven test–RTFOT), and thermogravimetric analysis

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Haddock, John E., Reyhaneh Rahbar-Rastegar, M. Reza Pouranian, Miguel Montoya, and Harsh Patel. Implementing the Superpave 5 Asphalt Mixture Design Method in Indiana. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317127.

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Recent research developments have indicated that asphalt mixture durability and pavement life can be increased by modifying the Superpave asphalt mixture design method to achieve an in-place density of 95%, approximately 2% higher than the density requirements of conventionally designed Superpave mixtures. Doing so requires increasing the design air voids content to 5% and making changes to the mixture aggregate gradation so that effective binder content is not lowered. After successful laboratory testing of this modified mixture design method, known as Superpave 5, two controlled field trials

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Faltstrom, P., D. Crocker, and E. Fair. MIME Content Type for BinHex Encoded Files. RFC Editor, 1994. http://dx.doi.org/10.17487/rfc1741.

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