Effects of black rice husk ash on asphalt mixture under aging condition

Ramadhansyah, P. J.; Azlan, A. Noor; Yaacob, Haryati; Rosli, Hainin Mohd; Norhidayah, A. H.; Idham, M. K.; Rahim, Abdul; Mohamed, Ahmad Kilani; Nordiana, M. M.; Ekarizan, S.

doi:10.1088/1755-1315/220/1/012006

Cited by 2 publications

(1 citation statement)

References 9 publications

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“…The physical properties of the resulting polymer are determined by the chemical structure of the monomers and by their sequence inside the polymer [22,23]. Currently, the growing development and use of polymer materials in construction roads are observed [24,25]. In America and Europe, BMP is commonly used; however, in Algeria, using BMP dates back to ten years ago with the construction of the east-west highway.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of rheological performance of a local modified bitumen by Styrene Butadiene Styrene polymer used in wearing course

Kebaili

Boucherba²,

Djouhri

et al. 2021

Frattura Ed Integrità Strutturale

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In road construction, bitumen is the binder that gathered the different aggregates of road pavements. Bitumen, as a viscoelastic material, influences considerably the rheological behavior of bitumen concrete. The bitumen used in Algeria, showed its limits face to the traffic, which is increasing continuously. This research aims to valorize SBS polymer in wearing course by modifying a pure 35/50 bitumen. The present paper aims to study the polymer derived from styrene and butadiene (SBS) from the company Kraton Polymers International Ltd in the modification of a bitumen to improve its mechanical characteristics.To this end, the incorporation of SBS polymer was carried out according to two contents: 5.0 and 7.5% (by weight of asphalt), the objective being to evaluate the influence of this type of polymer on the rheological properties of the bitumen ordinary road including viscosity and modulus.The results reveal that the bitumen modified with 7.5% of SBS has better mechanical performance on the rigidity and the elasticity compared to the conventional bitumen. Recommendations have been made to implement a bitumen modification system to improve its quality and therefore the durability of bituminous pavements in the south of Algeria.

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Section: Introductionmentioning

confidence: 99%

Evaluation of rheological performance of a local modified bitumen by Styrene Butadiene Styrene polymer used in wearing course

Kebaili

Boucherba²,

Djouhri

et al. 2021

Frattura Ed Integrità Strutturale

View full text Add to dashboard Cite

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Studying the Properties of SBS/Rice Husk Ash‐Modified Asphalt Binder and Mixture

Sha

Wang

et al. 2020

Advances in Materials Science and Engineering

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Sustainable materials in the field of road pavement have become a research direction in recent years. In this study, the rice husk ash with small dosage of styrene-butadiene-styrene (SBS) was added as a bioadditive into the base asphalt to modify its properties. Different contents (0, 2, 5, 10, and 15%) of rice husk ash (RHA) and 1% of SBS were selected to prepare the modified asphalt. Penetration, softening point, ductility, rotational viscosity test, and temperature sweep test were conducted to investigate the properties of SBS/RHA-modified asphalt binder. Rutting test, moisture susceptibility, and low-temperature cracking were utilized to evaluate the performances of SBS/RHA-modified asphalt mixture. The results showed that the penetration decreased and the softening point and rotational viscosity enhanced while the ductility slightly decreased with the incorporation of rice husk ash. The SBS/RHA-modified asphalt mixture had better high-temperature performance than that of the virgin asphalt mixture but slightly lower moisture stability and low temperature performance. The tensile strength ratio of the virgin and modified asphalt mixture met the requirement of specification. The tensile strain of mixture SR15 was lower than the requirement for the asphalt mixtures on the basis of the specification. For the SBS/RHA-modified asphalt binder based on the comprehensive properties, the content of rice husk ash should not be higher than 15%.

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Effects of black rice husk ash on asphalt mixture under aging condition

Cited by 2 publications

References 9 publications

Evaluation of rheological performance of a local modified bitumen by Styrene Butadiene Styrene polymer used in wearing course

Evaluation of rheological performance of a local modified bitumen by Styrene Butadiene Styrene polymer used in wearing course

Studying the Properties of SBS/Rice Husk Ash‐Modified Asphalt Binder and Mixture

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