Engineering properties and microwave heating induced ice-melting performance of asphalt mixture with activated carbon powder filler

2019 ◽  
Vol 197 ◽  
pp. 50-62 ◽  
Author(s):  
Ziming Liu ◽  
Xu Yang ◽  
Yongdan Wang ◽  
Sang Luo
Keyword(s):  
Activated Carbon ◽  
Microwave Heating ◽  
Asphalt Mixture ◽  
Engineering Properties ◽  
Carbon Powder ◽  
Ice Melting ◽  
Powder Filler

The Performance of Styrene Butadiene Rubber on the Engineering Properties of Asphaltic Concrete AC14

2016 ◽  
Vol 700 ◽  
pp. 238-246 ◽  
Author(s):  
Dewi Sri Jayanti ◽  
Ramadhansyah Putra Jaya ◽  
Siti Aspalaili Mohamd Sharif ◽  
Norhidayah Abdul Hassan ◽  
Siti Nur Amiera Jeffry ◽  
...  
Keyword(s):  
Resilient Modulus ◽  
Asphalt Mixture ◽  
Engineering Properties ◽  
Styrene Butadiene Rubber ◽  
Butadiene Rubber ◽  
Asphaltic Concrete ◽  
Dynamic Creep ◽  
Creep Stiffness ◽  
And Performance ◽  
Styrene Butadiene

This study investigated the effects of adding various percentages of styrene–butadiene rubber (SBR) on the engineering properties and performance of asphaltic concrete. SBR was added into the mixture at 0%, 1%, 3%, and 5% on a mass-to-mass basis. Conventional bitumen used in this study was 80/100 PEN. The performances of SBR on the asphalt mixture properties were evaluated based on Marshall Stability, abrasion loss, resilient modulus, and dynamic creep test. Results indicated an improvement in the engineering properties and performance with the addition of SBR content. For instance, stability increased by 18.8% as the SBR content increased from 0% to 5%. Dynamic creep stiffness also increased by 46.2%. Similarly, the resilient modulus was also found to increase by approximately 84.6%.

scholarly journals Adsorption of Copper Ions (Cu++) in Aqueous Solution Using Activated Carbon and Biosorbent from Indian Jujube (Ziziphus mauritiana) Seed Hulls

2020 ◽  
pp. 13-24
Author(s):  
Harouna Massai ◽  
Djakba Raphael ◽  
Mouhamadou Sali
Keyword(s):  
Aqueous Solution ◽  
Activated Carbon ◽  
Copper Ions ◽  
Carbon Powder ◽  
Ziziphus Mauritiana ◽  
Batch Mode ◽  
Freundlich Model ◽  
Jar Test ◽  
Standard Procedures ◽  
Indian Jujube

The present work aimed at mitigating the level of copper ions (Cu++) by adsorption in aqueous solution using activated carbon powder (AC) and biosorbent (BS) from the Indian jujube seed hulls. The AC and BS were prepared from the Indian jujube seed hulls and characterized    using standard procedures. In addition, the adsorption effects of Indian jujube seed hulls through the AC and BS were carried out using jar test experiment (batch mode) at different pH (1, 2, 3, and 4), ionic strengths (100-600 mg/L) and stirring speed (120rpm). Therefore, it was found that the adsorption time at equilibrium were 10 and 5 minutes respectively for the AC and the BS.  Furthermore, it was found that the reduction of copper ions were 99.40% and 73.08% for aqueous solutions of 100 ppm and 500 ppm respectively at the equilibrium state. It was also revealed that when the mass of the AC or the BS increases, the quantities of ions adsorbed per gram decrease. The maximum pH of adsorption for the AC was found to be pH=1, while it was found to be pH=4 for the BS. The Freundlich model indicated that the adsorption of copper ions by the Indian jujube is linear while the Temkin and Dubinin-Kagana-Radushkevich models described the adsorption as a physical reaction. It was finally observed that the adsorption of copper ions by the AC and the BS from Indian jujube seed hulls influenced by the addition of some concentration of NaCl.

scholarly journals Antibacterial efficacy of commercially available activated carbon tooth powder: An in vitro study

2020 ◽  
Vol 11 (4) ◽  
pp. 6748-6753
Author(s):  
Padmaja Vangipuram ◽  
Ravishankar P L ◽  
Prem Blaisie Rajula M ◽  
Rajarajeswari S ◽  
Saravanan A V ◽  
...  
Keyword(s):  
Activated Carbon ◽  
Streptococcus Mutans ◽  
Porphyromonas Gingivalis ◽  
Antimicrobial Agents ◽  
Brain Heart Infusion ◽  
Aggregatibacter Actinomycetemcomitans ◽  
Resistant Bacteria ◽  
Dilution Method ◽  
Carbon Powder ◽  
Cow Dung

There has been an indiscriminate use of commercial antimicrobials in the previous decades, leading to emergence of multidrug resistant bacteria. This has become a frequent occurrence, so natural antimicrobial agents have grabbed attention of researchers as potential alternatives. Of particular interest is cow dung which has been shown to have antibacterial and antiseptic properties. It is known to be used predominantly in rural areas. This paper aims to evaluate the antibacterial activity of Goshala Activated Carbon toothpowder against three strains of periodontopathogennic and cariogenic bacteria. Standardized strains of Streptococcus mutans, Aggregatibacter actinomycetemcomitans  and Porphyromonas gingivalis were cultured in BHI (Brain Heart Infusion Broth) media and Minimum Inhibitory Concentration (MIC) of Activated Carbon tooth powder was assessed by serial dilution method. Likewise, Amoxicillin, Metronidazole and Chlorhexidine were tested against the same pathogens. Porphyromonas gingivalis, Streptococcus mutans  and Aggregatibacter actinomycetemcomitans were shown to be sensitive at an MIC of 50mg/ml, 25mg/ml and 0.8mg/ml for activated carbon toothpowder respectively. Given some limitations of this study, we can conclude that  activated carbon powder presents a ray of hope in developing a targeted agent for aggressive periodontitis patients.

scholarly journals Evaluation of the Effect of Fiber Type, Length, and Content on Asphalt Properties and Asphalt Mixture Performance

Materials ◽  
2020 ◽  
Vol 13 (7) ◽  
pp. 1556 ◽  
Author(s):  
Fucheng Guo ◽  
Rui Li ◽  
Shuhua Lu ◽  
Yanqiu Bi ◽  
Haiqi He
Keyword(s):  
Fiber Length ◽  
Fiber Type ◽  
Asphalt Binder ◽  
Asphalt Mixture ◽  
Basalt Fiber ◽  
Temperature Stability ◽  
Fiber Content ◽  
Engineering Properties ◽  
Fiber Reinforced ◽  
High Temperature Stability

Fiber-reinforced asphalt mixture has been widely used in pavement engineering to not only prevent asphalt binder leakage but also improve engineering properties of asphalt mixture. However, the research on three key parameters, namely fiber type, fiber length, and fiber content, which significantly affect the performance of fiber-reinforced asphalt mixture, have seldom been conducted systematically. To determine these three key parameters in the support of the application of fibers in mixture scientifically, three commonly used fibers were selected, basalt fiber, polyester fiber, and lignin fiber, and the testing on fibers, fiber-reinforced asphalt binders, and fiber-reinforced asphalt mixtures was conducted afterwards. The results showed: the favorable fiber type was basalt fiber; the favorable basalt fiber length was 6mm; the engineering properties including high temperature stability, low temperature crack resistance, and water susceptibility were clearly improved by the added basalt fiber, and the optimum basalt fiber content was 0.4 wt.%. The obtained results may be valuable from a practical point of view to engineers and practitioners.

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