Mechanical performance of asphalt mixture containing nano-charcoal coconut shell ash

Jeffry, Siti Nur Amiera; Jaya, Ramadhansyah Putra; Hassan, Norhidayah Abdul; Yaacob, Haryati; Satar, Mohd Khairul Idham Mohd

doi:10.1016/j.conbuildmat.2018.04.024

Cited by 52 publications

(19 citation statements)

References 26 publications

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“…The result also indicates that bitumen AC 60/70 has higher rutting factors than bitumen AC 40/50 at both testing temperatures. The results obtained and presented is in good agreement with the research conducted by other researchers in the literature [15][16][17].…”

Section: Rheological Results and Rutting Factorsupporting

confidence: 92%

“…Several studies conducted to evaluate the effect of using fly ash in asphalt materials. A sample of these studies includes improvement of asphalt to moisture resistance [12][13], enhancement of mechanical performance of asphalt [14], the effect of fly ash on the rheological properties [15]. This paper presents the investigation of the use of two types of fly ash supplied by electricity power plants in KSA to enhance the rutting resistance of asphalt material.…”

Section: Introductionmentioning

confidence: 99%

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Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia

Dahim¹

2018

IJET

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Saudi Arabia is the largest Arab country and is one of the most prolific producers of oil and energy consumption. The Kingdom uses heavy oil and diesel to generate electricity and desalinate seawater. This produces large amounts of ash, a toxic substance that is disposed of by landfill and may cause many environmental problems and contribute to pollution of groundwater, which is one of the most important sources of drinking water. This paper presents the possibility of using fly ash by-product waste from electric power generation plants to improve the properties of asphalt mixtures. This study investigates the use of two types of fly ash namely; class C and class F was used as a filler in two types of bitumen and asphalt material known as AC 40/50 and AC 60/70. The rheological performance of asphalt with different percentages of fly ash filler ranging from 0% to 10% with an increment of 2% was tested. The rheological properties of both asphalts modified using both types of ash were determined. The rutting factors of the modified asphalt with fly ash content were calculated using the rheological properties. The result indicates that rutting resistance of asphalt could be improved by both types of fly ash which can be lead to reduces the costs of repairing and rehabilitation of asphalt pavement and reduce environmental impacts of a significant amount of toxic waste fly ash. Class F fly ash shows higher rutting factor than class C. Also AC 60/70 asphalt possess higher rutting factor than AC 40/50 asphalt at both low and high temperature.

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Section: Rheological Results and Rutting Factorsupporting

confidence: 92%

Section: Introductionmentioning

confidence: 99%

Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia

Dahim¹

2018

IJET

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“…Results showed that 6% NCA has the lowest surface roughness which improved the adhesion of asphalt mixture. Flat and dense asphalt mixture was observed from FESEM which contributed to the enhancement of asphalt mixture engineering performance [12]. Wu et al scanned asphalt composite modified with layered dihydroxy composite metal hydroxide (LDHS) and rubber powder with atomic force microscope (AFM) and found that the introduction of LDHS can make the waste rubber powder to be grinded more finely, improve the high-temperature performance, reduce the softening point, and enhance the antiaging performance of asphalt rubber [13].…”

Section: Introductionmentioning

confidence: 99%

Multiscale Study on the Effect of Nano-Organic Montmorillonite on the Performance of Rubber Asphalt

Tian

Zhang

Yang

et al. 2018

Journal of Nanomaterials

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In order to improve the high-temperature performance, antiaging performance, and storage stability of rubber asphalt, nano-organic montmorillonite (NOMMT) was mixed with rubber asphalt. Macroscopic influences of NOMMT on rubber asphalt were measured through penetration, softening point, ductility, rotational viscosity tests, dynamic shear rheology test, and bending beam rheology test at low temperature and were conducted on rubber asphalt with different contents of NOMMT. Then, the microscopic mechanism of NOMMT on the microscopic performance of rubber asphalt was studied through using scanning electron microscopy (SEM), infrared spectroscopy (IR), and differential scanning calorimetry (DSC). The results showed that the rubber particles were smoother, uniform, and dispersed after NOMMT was introduced, and the compatibility between NOMMT and crumbed rubber powder was good. Some stable structures were formed in the composite modified asphalt. The disappearance of alcohol phenol and the increase in related groups such as alkane, benzene, and hydrocarbon indicated that chemical reaction occurred between NOMMT and rubber asphalt, resulting in the changes of the performance of the composite modified system, so that high-temperature stability, antiaging properties, and storage stability were improved but its low-temperature performance was decreased.

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“…About 82% of American Transportation Agencies recommend the use of adhesion promoters in low-performance job mix formulas [7][8][9]. Zhang has used the Rediset [10] Nano-charcoal and coconut shell ash [11] and, Hamedi and Tahami (2018) has used Zycosoil as adhesion promotor [2]. There are two types of modification against moisture damage: additives are mixed in bitumen or aggregates are modified.…”

Section: Introductionmentioning

confidence: 99%

Influence of Natural Zeolite and Paraffin Wax on Adhesion Strength Between Bitumen and Aggregate

et al. 2020

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Asphalt mixture that is used for the construction of flexible pavements is mainly composed of two constituents i.e. bitumen and aggregate. Sturdy adhesion among bitumen and aggregate is the sign of durability of asphalt pavements. Adhesion is considered as one of the most important factors for sustainable asphalt pavement. This is the motive why its miles utmost important to deeply understand the phenomenon of adhesion considering the effect of alternate in temperature, moisture conditions. In this study softer binder 80/100 was selected that has less adhesion compared to hard pen grades. Limestone aggregates which is commonly used for the construction of asphalt pavements has also been selected. Two types of modifiers (Zeolite and Paraffin Wax) were selected because of the extensive use in asphalt foaming and the polymer modified asphalt mixtures as temperature reducing agent. To investigate the strength of adhesive bond, Bitumen Bond Strength (BBS) was performed at different temperatures, in dry, and wet conditions. To quantify the effect of modifiers on penetration grade and softening point conventional testing is performed. For performance grading, the PG test was performed using Dynamic Shear Rheometer. The comparisons were developed among pull of tensile strength at dry and after 72hrs water conditioning while preserving the temperature at 25 .To check the effect of temperature BBS is performed at 15 . The results illustrate that 2% zeolite shows best results in terms of adhesion and performance grade while Paraffin wax has less adhesion and poor performance grade.

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Mechanical performance of asphalt mixture containing nano-charcoal coconut shell ash

Cited by 52 publications

References 26 publications

Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia

Enhancement the Performance of Asphalt Pavement Using Fly Ash Wastes in Saudi Arabia

Multiscale Study on the Effect of Nano-Organic Montmorillonite on the Performance of Rubber Asphalt

Influence of Natural Zeolite and Paraffin Wax on Adhesion Strength Between Bitumen and Aggregate

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