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Artykuły w czasopismach na temat „Binder Content”

Autor: Grafiati

Data publikacji: 3 czerwca 2025

Data aktualizacji: 31 lipca 2025

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1

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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3

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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6

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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7

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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8

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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9

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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10

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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Karki, Pravat, and Fujie Zhou. "Systematic Method for Quantifying Re-Refined Engine Oil Bottom Content in Binders: Using X-Ray Fluorescence Spectroscopy." Transportation Research Record: Journal of the Transportation Research Board 2632, no. 1 (2017): 52–59. http://dx.doi.org/10.3141/2632-06.

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Re-refined engine oil bottom (REOB) has been used to modify asphalt binders for a long time. Recent studies revealed that pavements constructed with REOB-modified binders cracked much faster than those constructed with binders containing no REOB. Therefore, some state transportation agencies enforced a complete ban while others set an upper limit for its use. It is imperative to quantify REOB content in binders. This paper presents a systematic method to address this need. Researchers prepared 414 asphalt binder–REOB blends using 16 base binders and six REOBs at five dosages, and measured inte

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12

Jadidi, Kazem, Mehdi Khalili, and Moses Karakouzian. "Feasibility of Using Non-Destructive Ultrasound Measurement Technique to Evaluate Binder Content of Asphalt Mixtures." CivilEng 2, no. 2 (2021): 396–405. http://dx.doi.org/10.3390/civileng2020022.

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The non-destructive ultrasound technique is an easy and inexpensive technique widely used in industry to evaluate the properties of engineering materials. Despite its popularity in industrial applications, such as evaluating steel materials, the ultrasound technique has not been thoroughly investigated for the purpose of characterizing asphalt materials in general, nor specifically determining the asphalt binder content of asphalt mixtures. The purpose of this study was to explore the feasibility of utilizing measurements based on the non-destructive ultrasound technique to detect changes in t

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13

Bao, Binshuo, Jie Liu, Song Li, Chundi Si, and Qipeng Zhang. "Laboratory Evaluation of the Relationship of Asphalt Binder and Asphalt Mastic via a Modified MSCR Test." Coatings 13, no. 2 (2023): 304. http://dx.doi.org/10.3390/coatings13020304.

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Asphalt mastic, which consists of an asphalt binder and a mineral filler, provides critical adhesion and viscoelasticity to an asphalt mixture. The rheological response of the asphalt mastic is mainly derived from its asphalt binder. In this study, a simple laboratory test method is proposed to estimate the relationship of asphalt binder and its mastic. Two modified binders (3.5% and 4.0% styrene–butadiene–styrene (SBS) of asphalt binder by mass) were blended with a limestone filler at six different mineral filler contents to produce mastic samples. A modified multiple stress creep-recovery (M

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14

Hemmati, Navid, Jihyeon Yun, Mithil Mazumder, Moon-Sup Lee, and Soon-Jae Lee. "Laboratory Characterization of Asphalt Binders Modified with Styrene Butadiene Rubber (SBR)." Materials 14, no. 24 (2021): 7666. http://dx.doi.org/10.3390/ma14247666.

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The study describes the laboratory assessment (physical and rheological properties) of the binders (PG 64-22 and PG 76-22) modified with Styrene Butadiene Rubber (SBR), and a comprehensive comparison between these two modified binder types. PG 64-22 and PG 76-22 were used as base binders. Both of the base binders were blended with SBR at four different percentages of content (0%, 4%, 6%, and 8% by the weight of the binder). The base and modified binders were artificially short-term and long-term aged using a rolling thin film oven (RTFO) and pressure aging vessel (PAV) procedures. Superpave bi

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15

Zhang, Ran, Qingli Dai, Zhanping You, Hainian Wang, and Chao Peng. "Rheological Performance of Bio-Char Modified Asphalt with Different Particle Sizes." Applied Sciences 8, no. 9 (2018): 1665. http://dx.doi.org/10.3390/app8091665.

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To improve the performance of petroleum asphalt, bio-char was used as a modifier for a petroleum asphalt binder, in this study. The rheological properties of bio-char modified asphalt binders were compared with different particle sizes and contents, with one control and one flake graphite modified asphalt binder. Specifically, the bio-char modifiers with two particle sizes (ranging from 75 μm–150 μm and less than 75 μm) and three contents of 2%, 4%, and 8% were added into the asphalt binder. A flake graphite powder with particle sizes less than 75 μm was used as a comparison modifier. The Scan

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16

Liu, Shuo, Yuanbo Zhang, Zijian Su, and Tao Jiang. "Improving the Properties of Magnetite Green Pellets with a Novel Organic Composite Binder." Materials 15, no. 19 (2022): 6999. http://dx.doi.org/10.3390/ma15196999.

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A novel composite binder (humic acid modified bentonite, HAMB) and two other binders (bentonite and Modified humic acid, MHA) were used to explore the effects of binders on the properties of magnetite green pellets in this study. The results of green pellet properties and drying tests show that the low doses of a humic substance-based binder can achieve the same effect as high doses of bentonite binder. A humic substance-based binder could be a promising organic binder to replace bentonite. Meanwhile, the influence mechanism of adding different binders on the strength of green pellet was discu

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17

Wang, Weiying, Songchang Huang, Yongchun Qin, Yiren Sun, Rui Dong, and Jingyun Chen. "Research on Rheological Properties of High-Percentage Artificial RAP Binder with WMA Additives." Advances in Materials Science and Engineering 2020 (August 6, 2020): 1–24. http://dx.doi.org/10.1155/2020/1238378.

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With the development of pavement recycling technology, the requirement of reclaimed asphalt pavement (RAP) is substantially increasing. Warm-mix recycled asphalt (WMRA) technology has made great progress, which can effectively decrease the working temperature and improve the RAP content. In this study, the rheological properties of recycled binders with incorporation of high-percentage artificial RAP binder (30–70%) were evaluated using two types of warm-mix asphalt (WMA) additives, i.e., polyethylene wax R and surfactant M. The dynamic shear rheometer (DSR) and beam bending rheometer (BBR) te

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18

Ismail, Wan Adilah, Intan Rohani Endut, and Sit Zaharah Ishak. "Polyacrylate Modified Binder for Sustainable Asphalt Pavement Performances Using Superpave Mix Design." Applied Mechanics and Materials 747 (March 2015): 238–41. http://dx.doi.org/10.4028/www.scientific.net/amm.747.238.

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Sustainable asphalt pavement is important in decreasing material costs by improving the existing material such as modified asphalt binders. It is also needed to provide a quality riding for road users. In achieving quality riding, the material selection and mix design must be correctly examined before using in pavement construction. Then, the aims of this study are to determine suitability of material selected by examining the aggregate properties and modified asphalt binder. In modified asphalt binder, 6% of polyacrylate polymer was added as an additive in 500g of binder content to dissolve.

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Crisdiantoro, Edwin Eka, Mohammad Prasanto Bimantio, and Herawati Oktavianty. "Pengaruh Jenis Variasi Perekat pada Briket dari Limbah Ampas Kopi." BIOFOODTECH : Journal of Bioenergy and Food Technology 3, no. 2 (2025): 101–9. https://doi.org/10.55180/biofoodtech.v3i2.786.

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The depletion of conventional energy sources has prompted the exploration of alternative energy materials, one of which is coffee grounds. Coffee grounds can be processed into briquettes, a solid fuel with high carbon content, high calorific value, and prolonged combustion duration, making them a viable alternative energy solution. This study aims to determine whether the type and proportion of binder significantly affect the briquette properties and to identify the most effective binder for briquette production. The research utilizes an experimental design with a Complete Randomized Block Des

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Jiang, Lei, Junan Shen, and Wei Wang. "Performance of High-Dose Reclaimed Asphalt Mixtures (RAPs) in Hot In-Place Recycling Based on Balanced Design." Materials 17, no. 9 (2024): 2096. http://dx.doi.org/10.3390/ma17092096.

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This study endeavors to employ a balanced design methodology, aiming to equilibrate the resistance to rutting and cracking exhibited by hot in-place recycling asphalt mixtures containing a high dose of reclaimed asphalt pavement (RAP). The primary goal is to ascertain the optimal amount of new binder necessary for practical engineering applications, ensuring a balanced rutting and crack resistance performance of recycled asphalt mixtures. The investigation mainly employed wheel-tracking tests and semi-circular bending tests to assess the rutting and cracking performance of recycled asphalt mix

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Xu, Li Wei, and Jian Lan Zheng. "Influence of the Fly-Ash Content of Concrete at Low Water-Binder Ratio on Hydration Degree of Binders and Cement." Advanced Materials Research 250-253 (May 2011): 445–49. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.445.

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The hydration degree of binders and cement is investigated by measuring the adiabatic- temperature rise of concrete at low water-binder ratio with different fly-ash content. The results denote that, with a constant water-binder ratio, both of the hydration degree of binders and that of cement decrease with the increasing fly-ash content in the early stage. In a later stage, however, the hydration degree of cement increases with the increasing fly-ash content and the hydration degree of binders peaks when the fly-ash content is 35%. Fly ash is one of the mineral admixture of which high-performa

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Jadidi, K., M. Khalili, M. Karakouzian, and S. Amirkhanian. "Toughness, Tenacity and Maximum Initial Strength of Rubber Modified Asphalt Binders." Engineering, Technology & Applied Science Research 9, no. 1 (2019): 3765–69. http://dx.doi.org/10.48084/etasr.2526.

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The toughness and tenacity test method, which was developed in the 1980s, is popular for evaluating a polymer-modified binder. Several states like Nevada require performing this test to evaluate non-modified binder samples, as well as other types of modified binders. In this regard, a toughness and tenacity test was performed on rubber-modified samples produced from virgin binder PG58-28, PG64-16 and AC-20. In order to take the rubber size, type and content into account, two rubber sizes, mesh #20 and #40, two rubber types, ambient and cryogenic, and three rubber contents, 10%, 15%, and 20% we

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Jadidi, Kazem, Mehdi Khalili, Moses Karakouzian, and Serji Amirkhanian. "Toughness, Tenacity and Maximum Initial Strength of Rubber Modified Asphalt Binders." Engineering, Technology & Applied Science Research 9, no. 1 (2019): 3765–69. https://doi.org/10.5281/zenodo.2576279.

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The toughness and tenacity test method, which was developed in the 1980s, is popular for evaluating a polymer-modified binder. Several states like Nevada require performing this test to evaluate non-modified binder samples, as well as other types of modified binders. In this regard, a toughness and tenacity test was performed on rubber-modified samples produced from virgin binder PG58-28, PG64-16 and AC-20. In order to take the rubber size, type and content into account, two rubber sizes, mesh #20 and #40, two rubber types, ambient and cryogenic, and three rubber contents, 10%, 15%, and 20% we

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Kim, Hyun Hwan, and Soon-Jae Lee. "Evaluation of rubber influence on cracking resistance of crumb rubber modified binders with wax additives." Canadian Journal of Civil Engineering 43, no. 4 (2016): 326–33. http://dx.doi.org/10.1139/cjce-2014-0510.

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Cracking properties of crumb rubber modified (CRM) asphalt binders containing wax additive were evaluated through the dynamic shear rheometer test at 25 °C and the bending beam rheometer test at −12 °C. The CRM binders were produced using three rubber contents of 5%, 10%, and 15% by the binder weight, and then mixed with two commercial wax additives of LEADCAP and Sasobit. Three states of original, short-term and long-term aging were applied to evaluate the cracking properties using rolling thin film oven and pressure aging vessel. From the results, it is concluded that (1) the increase of rub

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Norazni, N. S. A., N. H. M. Kamaruddin, K. N. M. Yunus, A. Poharan, and W. N. A. W. Azahar. "Chemical characterization of asphalt binder containing palm oil mill sludge." IOP Conference Series: Earth and Environmental Science 1347, no. 1 (2024): 012053. http://dx.doi.org/10.1088/1755-1315/1347/1/012053.

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Abstract Modification of asphalt binder is continuously explored due to its escalating cost and increasing demand for this non-renewable material. As an alternative, the potential of waste materials was assessed for use as a modifier in asphalt binder. This study focuses on investigating the physical properties of unmodified and modified asphalt binders, with a specific emphasis on the chemical properties of palm oil mill sludge (POMS) modified asphalt binder. In this investigation, the control sample employed was PEN 60/70, while the POMS content ranged from 0% to 5% with an increment of 1%.

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Khiong, Lim Min, Md Safiuddin, Mohammad Abdul Mannan, and Resdiansyah. "Material Properties and Environmental Benefits of Hot-Mix Asphalt Mixes Including Local Crumb Rubber Obtained from Scrap Tires." Environments 8, no. 6 (2021): 47. http://dx.doi.org/10.3390/environments8060047.

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This paper presents the results of a laboratory-based experimental investigation on the properties of asphalt binder and hot-mix asphalt (HMA) mixes modified by locally available crumb rubber, which was used as a partial replacement of asphalt by weight. In this study, fine crumb rubber with a particle size in the range of 0.3–0.6 mm, obtained from scrap tires, was added to the asphalt binder through the wet process. Crumb rubber contents of 5%, 10%, 15%, and 19% by weight of asphalt were added to the virgin binder in order to prepare the modified asphalt binder samples, while the unmodified a

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Mala, Avan Ahmed, Aryan Far H. Sherwani, Khaleel H. Younis, Rabar H. Faraj, and Amir Mosavi. "Mechanical and Fracture Parameters of Ultra-High Performance Fiber Reinforcement Concrete Cured via Steam and Water: Optimization of Binder Content." Materials 14, no. 8 (2021): 2016. http://dx.doi.org/10.3390/ma14082016.

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An investigational study is conducted to examine the effects of different amounts of binders and curing methods on the mechanical behavior and ductility of Ultra-High Performance Fiber Reinforced Concretes (UHPFRCs) that contain 2% of Micro Steel Fiber (MSF). The aim is to find an optimum binder content for the UHPFRC mixes. The same water-to-binder ratio (w/b) of 0.12 was used for both water curing (WC) and steam curing (SC). Based on the curing methods, two series of eight mixes of UHPFRCs containing different binder contents ranging from 850 to 1200 kg/m3 with an increment of 50 kg/m3 were

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Bain, A., P. D. Isnaeni, A. Napirah, and W. Kurniawan. "Different alternative pellet binders affect the durability and density of Indigofera pellet." IOP Conference Series: Earth and Environmental Science 1341, no. 1 (2024): 012070. http://dx.doi.org/10.1088/1755-1315/1341/1/012070.

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Abstract Indigofera is one of the many legumes that contains high protein which can be utilized as ruminant protein source. Indigofera utilization for feed industries may be limited by its volume especially during transportation. To reduce high volume of Indigofera transportation, pelleting is needed. Binder is one of the main components in producing pellet. This research aimed to analyse the effect of different binders in the durability, bulk density, density, organic matter content, dry matter content, and crude protein content of Indigofera pellet. The treatments used were LignoBond DD ® as

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Samociuk, Bartłomiej, Daniel Medyński, Daniel Nowak, et al. "The Use of Barley Malt as a Binder in Molding Sand Technology." Materials 15, no. 9 (2022): 3375. http://dx.doi.org/10.3390/ma15093375.

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The aim of this study was to attempt to use barley malt as a natural, organic binder in the technology of molding sand. TGA analysis of the binder was performed, during which temperatures of thermal decomposition of its components were determined. The results of TG/DTG analysis show that a loss of ~75% of mass of the MB binder is organic matter. Over 50% of this is starch. The results indicate the possibility of using a binder made of barley malt as a binding material for quartz sand grains. This fact was confirmed by tests carried out with use of SEM. During the observations, it was found tha

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Chakrabarti, Srijib, and Jayantha Kodikara. "Basaltic Crushed Rock Stabilized with Cementitious Additives: Compressive Strength and Stiffness, Drying Shrinkage, and Capillary Flow Characteristics." Transportation Research Record: Journal of the Transportation Research Board 1819, no. 1 (2003): 18–26. http://dx.doi.org/10.3141/1819b-03.

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Research was undertaken to increase knowledge of the properties of local stabilized pavement materials to facilitate their wider use in road construction and rehabilitation. Laboratory tests involved testing for the unconfined compressive strength (UCS), shrinkage, and capillary behavior of crushed basaltic rocks stabilized with two conventional cementitious binders—general purpose cement and lime—and two cementitious binders comprising industrial waste products—blended cement and alkali-activated slag. The alkali-activated slag and blended cement significantly increased UCS of untreated mater

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Bobrowski, A., M. Holtzer, S. Żymankowska-Kumon, and R. Dańko. "Harmfulness Assessment of Moulding Sands with a Geopolymer Binder and a New Hardener, in An Aspect of the Emission of Substances from the Btex Group." Archives of Metallurgy and Materials 60, no. 1 (2015): 341–44. http://dx.doi.org/10.1515/amm-2015-0056.

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Abstract The harmfulness assessment of moulding sands with a geopolymer binder and a new hardener, in an aspect of the emission of substances from the BTEX group, was performed. Within the expedience project the new series of hardeners for the inorganic GEOPOL binder was developed. Before the introduction of the new system of moulding sands it was necessary to estimate their influence on the environment. To this aim the gasses emission from moulding sands subjected to the influence of liquid cast iron was tested with regard to the content of the gases from the BTEX group (benzene, toluene, eth

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Wang, Wenqi, Ali Rahman, Haibo Ding, and Yanjun Qiu. "Assessment of Aging Impact on Wax Crystallization in Selected Asphalt Binders." Materials 15, no. 22 (2022): 8248. http://dx.doi.org/10.3390/ma15228248.

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For a better understanding of the changing trend in crystalline components of asphalt binders, asphalt binders originating from the SHRP Materials Reference Library with different oxidation degrees (unaged, 20 h PAV, and 60 h PAV) were prepared. The native asphalt binders and their oxidized residues were characterized by liquid-state nuclear magnetic resonance (NMR) spectroscopy and high-temperature gas chromatography (HTGC). The results showed that, compared with other carbon types, the content of internal methylene carbons of long paraffinic chains between different SHRP binders was quite di

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Abdelrahim, Ahmed, Hoang Nguyen, Mamdouh Omran, et al. "Development of Cold-Bonded Briquettes Using By-Product-Based Ettringite Binder from Ladle Slag." Journal of Sustainable Metallurgy 8, no. 1 (2022): 468–87. http://dx.doi.org/10.1007/s40831-022-00511-1.

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AbstractThe recycling of steel plant side streams through cold-bonded briquettes has become quite common. However, Portland cement is mainly used as a binder in the briquettes, contributing significantly to the energy consumption, costs, and carbon footprint associated with the production of cold-bonded briquettes. This paper reports on a more sustainable method for side stream recycling that involves replacing cement with an ettringite-based binder. Ettringite binders develop early high strength and mainly consist of ladle slag, another side stream of the industry. Here, the ettringite-based

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Liphardt, Adam, and Piotr Radziszewski. "Analiza właściwości lepkosprężystych lepiszczy odzyskanych z mieszanek zawierających dodatek granulatu asfaltowego." Roads and Bridges - Drogi i Mosty 18, no. 1 (2019): 39–50. http://dx.doi.org/10.7409/rabdim.019.003.

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The paper presents tests of the rheological and standard properties of binders recovered from asphalt mixtures containing respectively a standard amount and an increased amount of reclaimed asphalt pavement (RAP). The penetration grade, the softening point, the dynamic viscosity, the complex shear modulus and the phase angle were determined. Also the multiple stress creep recovery (MSCR) test was carried out. The effect of a fresh modified binder on the properties of the hard binder recovered from RAP was assessed. It has been shown that when the RAP content in the asphalt mixture is increased

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Al-Hosainat, Ahmad, Munir D. Nazzal, Savas Kaya, and Toufiq Reza. "Nano-Scale and Macro-Scale Characterizations of the Effects of Recycled Plastics on Asphalt Binder Properties." Buildings 14, no. 3 (2024): 642. http://dx.doi.org/10.3390/buildings14030642.

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This paper summarizes the results of one of the first comprehensive laboratory studies that was conducted to evaluate the effects of adding different contents of recycled polyethylene terephthalate (rPETE) as a modifier to an asphalt binder on the rheological and mechanical properties of the modified binder as well as on the agglomeration behavior between the rPETE and asphalt binder at a multiscale level. The high-temperature and low-temperature performances of the modified binder were investigated at the macro-scale and compared with those of the unmodified binder using dynamic shear rheomet

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Wahjuningsih, Sri Budi, Rohadi Rohadi, Zulhaq Dahri Siqhny, Ridha Indri Oktaviani, Mita Nurul Azkia, and Dian Haryati. "Evaluation of Sensory Profiles, Protein Digestibility, and Mineral Composition in Mocaf-Multi-grain Noodles with Different Binding Agents." Trends in Sciences 22, no. 8 (2025): 10099. https://doi.org/10.48048/tis.2025.10099.

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The demand for healthier instant noodle alternatives has increased due to dietary restrictions and nutritional concerns. This study explored the sensory profiles, protein profiles and digestibility, as well as the mineral composition of instant noodles made with modified cassava flour (mocaf), multi-grain flours (mung and kidney beans), and different binder (carboxymethyl cellulose (CMC), Caulerpa lentillifera (latoh), and carrageenan). Three formulations were prepared using 55 % mocaf, 30 % wheat flour, and 15 % multi-grain with different binders. Sensory evaluations included hedonic tests, Q

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Mohamed, Osama, and Haya Zuaiter. "Fresh Properties, Strength, and Durability of Fiber-Reinforced Geopolymer and Conventional Concrete: A Review." Polymers 16, no. 1 (2024): 141. http://dx.doi.org/10.3390/polym16010141.

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Reducing the environmental footprint of the construction industry in general and concrete in particular is essential. The addition of synthetic and natural fibers to concrete mixes at appropriate dosages enhances durability and strength and extends the lifespan of concrete infrastructures. This study reviews the geometric and mechanical properties of selected fibers such as steel, basalt, polypropylene, polyvinyl alcohol, polyethylene, glass, carbon, and natural fibers and their impact on concrete fresh, mechanical, and durability properties when combined in different configurations. The study

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Liu, Wei Liang, Min Wu, Zhong Tao Shi, Zhao Liang Xu, and Jie Ping Ruan. "Preparation and Properties of B₄C Ceramic Tapes by Aqueous Tape-Casting." Materials Science Forum 848 (March 2016): 279–82. http://dx.doi.org/10.4028/www.scientific.net/msf.848.279.

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B4C ceramic tapes were prepared by aqueous tape-casting with boron carbide powders as starting material, deionized water as solvent, polymine (PEI) as dispersant, polyethylene glycol (PEG) as plasticizer, poval (PVA) or gelatin as binders. The influences of pH, dispersant content, kind and content of binder on the stability and rheological property of tape slurries were studied. The experimental results indicated that, when the pH was ranged in 3-4, the slurries with good stability and good rheology could be obtained with 0.8 wt% PEI, 4.0 wt% PVA or 6.5 wt% gelatin. PVA as binder made cast tap

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Du, Jg, B. Chen, Yn Yang, et al. "Effect of water-to-binder ratio and fly ash content on the mechanical and deformation properties of bendable concrete." E3S Web of Conferences 272 (2021): 02016. http://dx.doi.org/10.1051/e3sconf/202127202016.

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To investigate the effect of water-to-binder ratio and fly ash content on the properties of bendable concrete, we prepared four samples of different strength grades with water-to-binder ratios of 0.25 and 0.30 and fly ash contents of 60% and 80%. The effects of water-to-binder ratio and fly ash content on the compressive strength, flexural strength, elastic modulus, fracture toughness, and uniaxial tensile deformation of the samples were investigated. The results show that the strength of bendable concrete can be varied by varying the water-to-binder ratio and fly ash content. Water-to-binder

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Rocha Segundo, Iran, Salmon Landi, Alexandros Margaritis, et al. "Physicochemical and Rheological Properties of a Transparent Asphalt Binder Modified with Nano-TiO2." Nanomaterials 10, no. 11 (2020): 2152. http://dx.doi.org/10.3390/nano10112152.

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Transparent binder is used to substitute conventional black asphalt binder and to provide light-colored pavements, whereas nano-TiO2 has the potential to promote photocatalytic and self-cleaning properties. Together, these materials provide multifunction effects and benefits when the pavement is submitted to high solar irradiation. This paper analyzes the physicochemical and rheological properties of a transparent binder modified with 0.5%, 3.0%, 6.0%, and 10.0% nano-TiO2 and compares it to the transparent base binder and conventional and polymer modified binders (PMB) without nano-TiO2. Their

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Mohammadafzali, Mojtaba, Hesham Ali, James A. Musselman, Gregory A. Sholar, and Wayne A. Rilko. "Aging of Rejuvenated Asphalt Binders." Advances in Materials Science and Engineering 2017 (2017): 1–13. http://dx.doi.org/10.1155/2017/8426475.

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An important concern that limits the RAP content in asphalt mixtures is the fact that the aged binder that is present in the RAP can cause premature cracking. Rejuvenators are frequently added to high RAP mixtures to enhance the properties of the binder. There is no existing method to predict the longevity of a rejuvenated asphalt. This study investigated the aging of rejuvenated binders and compared their durability with that of virgin asphalt. Various samples with different types and proportions of RAP, virgin binder, and rejuvenator were aged by RTFO and three cycles of PAV. DSR and BBR tes

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Sivrikaya, Osman, and A. I. Arol. "ALTERNATIVE BINDERS TO BENTONITE FOR IRON ORE PELLETIZING : PART II : EFFECTS ON METALLURGICAL AND CHEMICAL PROPERTIES." HOLOS 3 (July 3, 2014): 104. http://dx.doi.org/10.15628/holos.2014.1759.

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This study was started to find alternative binders to bentonite and to recover the low preheated and fired pellet mechanical strengths of organic binders-bonded pellets. Bentonite is considered as a chemical impurity for pellet chemistry due to acid constituents (SiO2 and Al2O3). Especially addition of silica-alumina bearing binders is detrimental for iron ore concentrate with high acidic content. Organic binders are the most studied binders since they are free in silica. Although they yield pellets with good wet strength; they have found limited application in industry since they fail to give

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Khroustalev, B. M., U. A. Veranko, V. V. Zankavich, et al. "Structure Formation and Properties of Concrete Based on Organic Hydraulic Binders." Science & Technique 19, no. 3 (2020): 181–94. http://dx.doi.org/10.21122/2227-1031-2020-19-3-181-194.

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The article addresses the issues of structure formation of road composite materials containing hydraulic (рortland cement) and organic (bitumen) binders. It has been determined that organic and hydraulic binders, being thermodynamically incompatible, are capable of interaction and complement each other. Structure formation processes are associated with interphase transition layers interaction mechanism and the direct formation of phase contacts with cement crystallohydrates. The interphase boundary is diffuse and is established through interphase transition layers. The emergence of interfacial

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Ghasemirad, Amirhossein, Nura Bala, and Leila Hashemian. "High-Temperature Performance Evaluation of Asphaltenes-Modified Asphalt Binders." Molecules 25, no. 15 (2020): 3326. http://dx.doi.org/10.3390/molecules25153326.

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Asphalt binder comprises four main fractions—asphaltenes (A), saturates (S), aromatics (A), and resins (R)—referred to as “SARA”. Asphaltenes plays an important role in determining the linear viscoelastic behavior of asphalt binders. In this research, asphaltenes are added as a distinct modifier to improve the performance properties of asphalt binder. The modified binders are aged using a rolling thin film oven. A dynamic shear rheometer is then used to measure the rheological properties of the binders at high temperatures. Changes in the chemical composition of the modified binders are also s

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Coufalik, Pavel, Ondrej Dasek, Iva Krcmova, and Petr Hyzl. "The Effects of Aging on Asphalt Binders Containing Visbreaking Residues." Key Engineering Materials 737 (June 2017): 541–46. http://dx.doi.org/10.4028/www.scientific.net/kem.737.541.

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The quality and properties of asphalt binders are one of the most important factors that affect lifetime of asphalt roads. In refineries, visbreaking residues (VFCRs) are sometimes added to asphalt binders in variable ratios. VFCR addition can affect the overall properties of the manufactured binder, in particular resistance against aging. Using selected laboratory tests, this paper analyzes the effects of adding VFCRs to paving bitumens with a gradation of 160/220 on its properties (needle penetration, softening point, complex shear modulus and phase angle and creep stiffness and m-values). A

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Shalbafan, Ali, Johannes Welling, and Joachim Hasch. "Geopolymers as potential new binder class for the wood based composite industry." Holzforschung 70, no. 8 (2016): 755–61. http://dx.doi.org/10.1515/hf-2015-0206.

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Abstract Geopolymer binders are an emerging class of mineral polymer that can be manufactured from natural raw materials and industrial byproducts containing high amounts of silica (Si) and alumina (Al) in mineral compositions. Various ratios of materials used for manufacturing geopolymer binder have been tested to evaluate the bonding performance of geopolymers with wood by means of tests performed on an automated bonding evaluation system (ABES). Tests with a binder based on sodium silicate water glass (Na 50T) are partly promising, which resulted only 10% lower shear strength than that base

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Huo, Donghui, Xiupeng Yao, Meng Guo, and Daisong Luo. "Effect of Simultaneous Changes in Asphalt Binder Bee Structure Components on Mechanical Properties during the Aging and Rejuvenation Process." Applied Sciences 13, no. 18 (2023): 10308. http://dx.doi.org/10.3390/app131810308.

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The bee structure of an asphalt binder surface changes during the aging and rejuvenation process, and the effect of this microstructural change on the mechanical properties of the asphalt binder is not clear. Therefore, in this paper, a two-dimensional finite element model of an asphalt binder microstructure was constructed based on processed AFM images, and the contents of bee phases and bee casings were varied at the same time to analyze the stress and strain distribution law of the asphalt binder microstructure. The results of the study show that in the bee structure, the stress in the bee

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Wang, Kun, Qiong Wu, Peng Hu, et al. "Road Performance and Microscopic Mechanism Analysis of Modified Straw Fiber Asphalt Binder." Advances in Materials Science and Engineering 2023 (January 24, 2023): 1–15. http://dx.doi.org/10.1155/2023/2328556.

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In this study, the correlation between the microstructure of straw fibers and the macroscopic properties of asphalt binders is investigated. Penetration, softening point, bending beam rheometer, and toughness tests are performed to investigate the relationship between the pavement properties of fiber asphalt binders and each of the fiber types and contents. Subsequently, a four-component test, SEM, Fourier transform infrared microscopy, and fluorescence microscope tests are performed to analyze the microstructure of the straw fiber and its effect on asphalt properties. The results show that th

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Haggag, K., N. S. Elshemy, and W. Niazy. "Recycling of Waste PET into Useful Alkyd Resin Synthesis by Microwave Irradiation and Applied in Textile Printing." Research Journal of Textile and Apparel 18, no. 1 (2014): 80–88. http://dx.doi.org/10.1108/rjta-18-01-2014-b010.

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Modified alkyd resins with different amounts of vegetable oil contents (sunflower oil) and different catalysts are synthesized with the incorporation of post-consumer polyethylene terephthalate (PET) as a partial substitute for phthalic anhydride. It is found that the properties of the products obtained are directly related to the oil content. The polymerization reactions are followed by the acid value. The modified binder contains 50% oil and 10% PET in the presence of LiOH as the catalyst by using microwave irradiation. The AV value is attained in a short amount of time; it is found that the

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Sivrikaya, Osman, and A. I. Arol. "ALTERNATIVE BINDERS TO BENTONITE FOR IRON ORE PELLETIZING: PART I: EFFECTS ON PHYSICAL AND MECHANICAL PROPERTIES." HOLOS 3 (July 3, 2014): 94. http://dx.doi.org/10.15628/holos.2014.1758.

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The use of conventional bentonite binder is favorable in terms of mechanical and metallurgical pellet properties, however, because of its acid constituents bentonite is considered as impurity especially for iron ores with high acidic content. Therefore, alternative binders to bentonite have been tested. Organic binders are the most studied binders and they yield pellets with good wet strength; they fail in terms of preheated and fired pellet strengths. This study was conducted to investigate how insufficient pellet strengths can be improved when organic binders are used as binder. The addition

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