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This study aimed to evaluate the effects of nano silica (NS) particles on the high-temperature rheological properties of tyre pyrolysis oil (TPO)-modified bitumen. Physical tests, short-term aging, temperature sweep test and multiple stress creep recovery (MSCR) test were conducted to evaluate the effects of NS on the high-temperature rheological performance. Results indicate that the inclusion of NS to TPO-modified bitumen displayed significant improvement in rutting resistance before and after aging. Meanwhile, MSCR results showed that the high-temperature performance grade of bitumen was upgraded from PG 64S in the case of base and TPO-modified bitumen to PG 64 V at 10% TPO and 4% NS. Statistical analysis also showed that the effects of NS particles on the rutting performance of TPO-modified bitumen are statistically significant within the confidence interval of 95%. These findings present a remarkable enhancement in the high-temperature performance of TPO-modified bitumen.
Abdulnaser Al-Sabaeei; Madzlan Napiah; Muslich Sutanto; Noor Zainab Habib; Nura Bala; Intan Kumalasari; Aiban Ghaleb. Application of nano silica particles to improve high-temperature rheological performance of tyre pyrolysis oil-modified bitumen. Road Materials and Pavement Design 2021, 1 -19.
AMA StyleAbdulnaser Al-Sabaeei, Madzlan Napiah, Muslich Sutanto, Noor Zainab Habib, Nura Bala, Intan Kumalasari, Aiban Ghaleb. Application of nano silica particles to improve high-temperature rheological performance of tyre pyrolysis oil-modified bitumen. Road Materials and Pavement Design. 2021; ():1-19.
Chicago/Turabian StyleAbdulnaser Al-Sabaeei; Madzlan Napiah; Muslich Sutanto; Noor Zainab Habib; Nura Bala; Intan Kumalasari; Aiban Ghaleb. 2021. "Application of nano silica particles to improve high-temperature rheological performance of tyre pyrolysis oil-modified bitumen." Road Materials and Pavement Design , no. : 1-19.
Oil shale ash (OSA) is proven as a self-cementitious material that consists of two parts; a cementitious part represented by its high content of CaO, and a Pozzolanic part represented by its content of Al2O3, SiO2, and Fe2O3. OSA can be used in the various applications of the construction industry and building technology to minimize environmental risks and promote sustainability. This review aims to survey the research efforts on using OSA for construction applications and map the research views from the literature through a coherent and systematic mixed reviewing methodology (bibliometric analysis and systematic review). Overall, 528 publications were collected and then screened to 38 studies. The bibliometric mapping was implemented for the keyword’s occurrence and the tested properties of construction materials containing OSA. This review concluded that the utilization of OSA in construction materials has considerably interesting pathways and presents a basis for future optimization in concrete, mortar, geopolymer, building blocks, glass–ceramic, aggregate, asphalt binder, and soil stabilization agent. However, this utilization negatively affects several aspects of each type of the reviewed material. More investigations are required to provide a better understanding of the mechanical properties and durability of OSA-based concrete for its mass usage in broad applications and widespread in the construction industry. This systematic review provides a thorough understanding of gaps and existing opportunities for research and is expected to motivate researchers to be involved in this range of studies.
Wesam Salah Alaloul; Marsail Al Salaheen; Ahmad B. Malkawi; Khalid Alzubi; Abdulnaser M. Al-Sabaeei; Muhammad Ali Musarat. Utilizing of oil shale ash as a construction material: A systematic review. Construction and Building Materials 2021, 299, 123844 .
AMA StyleWesam Salah Alaloul, Marsail Al Salaheen, Ahmad B. Malkawi, Khalid Alzubi, Abdulnaser M. Al-Sabaeei, Muhammad Ali Musarat. Utilizing of oil shale ash as a construction material: A systematic review. Construction and Building Materials. 2021; 299 ():123844.
Chicago/Turabian StyleWesam Salah Alaloul; Marsail Al Salaheen; Ahmad B. Malkawi; Khalid Alzubi; Abdulnaser M. Al-Sabaeei; Muhammad Ali Musarat. 2021. "Utilizing of oil shale ash as a construction material: A systematic review." Construction and Building Materials 299, no. : 123844.
For its renewability, environmentally friendly and cost-effective advantages, bio-oil is employed to partially substitute the petroleum-based asphalt. However, its usage weakens the high-temperature performance of petroleum asphalt. Therefore, hydrophobic nanosilica (NS) particles were employed as a physical modifier of crude palm oil (CPO) to improve the high-temperature performance of bio-asphalt. CPO with the addition of 0, 5, 10 and 15% (by weight) and NS with the addition of 0, 2, 4 and 6% were used to obtain the NS-modified bio-asphalts. The chemical reaction between NS and CPO was evaluated by employing the Fourier-transform infrared spectroscopy (FTIR). Penetration and softening point tests were conducted to ensure the consistency, while dynamic shear viscosity, temperature sweep test, multiple stress creep recovery (MSCR) were employed to evaluate the high-temperature rheological performance of the bio-asphalts and NS-modified bio-asphalts. Moreover, the chemical functional groups and morphological characteristics of the selected NS-modified bio-asphalts were investigated using FTIR and Field emission scanning electron microscope (FESEM) tests. Test results show that the consistency of the NS-modified bio-asphalts was improved by reducing penetration, and increasing the softening points and dynamic viscosity. The NS particles increased the rutting parameter (G*/sinδ) and reduced the aging sensitivity of bio-asphalt, while decreased its permanent strain and non-recoverable creep compliance (Jnr), and improved the percentage of the recovery. FTIR analysis showed a chemical reaction that occurred due to the addition of bio-oil and NS into asphalt. Apart from that, the FESEM exhibited that NS was uniformly dispersed in the base and bio-asphalts’ matrix. Therefore, NS effectively improved the high-temperature performance, aging resistance of the bio-asphalt.
Abdulnaser M Al-Sabaeei; Madzlan Napiah; Muslich Sutanto; Wesam Alaloul; Nur Izzi Md Yusoff; Muhammad Imran Khan; Saeed Modibbo Saeed. Physicochemical, rheological and microstructural properties of Nano-Silica modified Bio-Asphalt. Construction and Building Materials 2021, 297, 123772 .
AMA StyleAbdulnaser M Al-Sabaeei, Madzlan Napiah, Muslich Sutanto, Wesam Alaloul, Nur Izzi Md Yusoff, Muhammad Imran Khan, Saeed Modibbo Saeed. Physicochemical, rheological and microstructural properties of Nano-Silica modified Bio-Asphalt. Construction and Building Materials. 2021; 297 ():123772.
Chicago/Turabian StyleAbdulnaser M Al-Sabaeei; Madzlan Napiah; Muslich Sutanto; Wesam Alaloul; Nur Izzi Md Yusoff; Muhammad Imran Khan; Saeed Modibbo Saeed. 2021. "Physicochemical, rheological and microstructural properties of Nano-Silica modified Bio-Asphalt." Construction and Building Materials 297, no. : 123772.
This study seeks to examine the physical and high-temperature rheological performance of crude palm oil (CPO)/tire pyrolysis oil (TPO) composite asphalt to develop a more sustainable bio-rubberized asphalt (BRA) binder. The study uses the penetration, softening point, and dynamic viscosity tests to evaluate binder consistency and dynamic shear rheometer (DSR) tests to determine the linear viscoelastic properties before and after short-term aging. The nonlinear viscoelastic properties of modified asphalt were determined using the multiple stress creep recovery (MSCR) test. Results showed that the substitution of 20% asphalt with tire pyrolysis oil-modified bio-asphalt retained or enhanced the asphalt grade performance at high temperatures. All BRA binders have a higher aging resistance than the base asphalt. The MSCR results showed that, relative to all tested binders, the BRA binder containing 5% CPO and 5% TPO has optimal non-recoverable creep compliance (Jnr) and percentage of recovery (%R) with a performance close to PG64H compared to the PG64S performance grade of the base asphalt. Overall, the findings of this study indicate that the incorporation of CPO/TPO in asphalt is suitable for producing bio-rubberized asphalt containing 20% recycled waste rubber and bio-oil and improves the high-temperature properties of asphalt to a certain extent.
Abdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Nur Izzi Md Yusoff; Faridah Hanim Khairuddin; Abdul Muhaimin Memon. Evaluation of the high-temperature rheological performance of tire pyrolysis oil-modified bio-asphalt. International Journal of Pavement Engineering 2021, 1 -16.
AMA StyleAbdulnaser M. Al-Sabaeei, Madzlan B. Napiah, Muslich H. Sutanto, Wesam S. Alaloul, Nur Izzi Md Yusoff, Faridah Hanim Khairuddin, Abdul Muhaimin Memon. Evaluation of the high-temperature rheological performance of tire pyrolysis oil-modified bio-asphalt. International Journal of Pavement Engineering. 2021; ():1-16.
Chicago/Turabian StyleAbdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Nur Izzi Md Yusoff; Faridah Hanim Khairuddin; Abdul Muhaimin Memon. 2021. "Evaluation of the high-temperature rheological performance of tire pyrolysis oil-modified bio-asphalt." International Journal of Pavement Engineering , no. : 1-16.
This study seeks to determine the rheological properties of unaged and RTFO-aged bio-asphalt binders using experimental and modelling methods. Crude palm oil (CPO) was used as a bio-oil at varying percentages of 0, 5, 10 and 15% by total weight of asphalt binder. The dynamic shear rheometer (DSR) was used to investigate the rheological properties of bio-asphalt binders. The multilayer feed-forward neural network method was used to predict the complex modulus and phase angle of bio-asphalt binders by virtue of its ability to learn and adapt. Result of the DSR analysis showed that the complex modulus of bio-asphalt with 5% CPO is almost similar as that of the base asphalt binder, and that higher CPO content resulted in reduced complex modulus and higher phase angle. Result of the modelling shows that all models have an R2 value greater than 0.99, thus indicating the good agreement between the predicted and the experimental results.
Abdulnaser M Al-Sabaeei; Madzlan B Napiah; Muslich H Sutanto; Suzielah Rahmad; Nur Izzi Md Yusoff; Wesam S Alaloul. Determination of rheological properties of bio-asphalt binders through experimental and multilayer feed-forward neural network methods. Ain Shams Engineering Journal 2021, 1 .
AMA StyleAbdulnaser M Al-Sabaeei, Madzlan B Napiah, Muslich H Sutanto, Suzielah Rahmad, Nur Izzi Md Yusoff, Wesam S Alaloul. Determination of rheological properties of bio-asphalt binders through experimental and multilayer feed-forward neural network methods. Ain Shams Engineering Journal. 2021; ():1.
Chicago/Turabian StyleAbdulnaser M Al-Sabaeei; Madzlan B Napiah; Muslich H Sutanto; Suzielah Rahmad; Nur Izzi Md Yusoff; Wesam S Alaloul. 2021. "Determination of rheological properties of bio-asphalt binders through experimental and multilayer feed-forward neural network methods." Ain Shams Engineering Journal , no. : 1.
Oily-biological sludge (OBS) generated from petroleum refineries has high toxicity. Therefore, it needs an appropriate disposal method to reduce the negative impacts on the environment. The anaerobic co-digestion process is an effective method that manages and converts organic waste to energy. For effective anaerobic digestion, a co-substrate would be required to provide a suitable environment for anaerobic bacteria. In oily-biological sludge, the carbon/nitrogen (C/N) ratio and volatile solids (VS) content are very low. Therefore, it needs to be digested with organic waste that has a high C/N ratio and high VS content. This study investigates the use of sugarcane bagasse (SB) as an effective co-substrate due to its high C/N ratio and high VS content to improve the anaerobic co-digestion process with oily-biological sludge. The sugarcane bagasse also helps to delay the toxicity effect of the methane bacteria. Batch anaerobic co-digestion of oily-biological sludge was conducted with sugarcane bagasse as a co-substrate in twelve reactors with two-liter capacity, each under mesophilic conditions. The interaction effect of a C/N ratio of 20-30 and a VS co-substrate/VS inoculum ratio of 0.06-0.18 on the methane yield (mL CH4/g VSremoved) was investigated. Before the anaerobic digestion, thermochemical pre-treatment of the inoculum and co-substrate was conducted using sodium hydroxide to balance their acidic nature and provide a suitable pH environment for methane bacteria. Design and optimization for the mixing ratios were carried out by central composite design-response surface methodology (CCD-RSM). The highest predicted methane yield was found to be 63.52 mL CH4/g VSremoved, under optimum conditions (C/N ratio of 30 and co-substrate/inoculum ratio of 0.18).
Aiban Abdulhakim Saeed Ghaleb; Shamsul Rahman Mohamed Kutty; Yeek-Chia Ho; Ahmad Hussaini Jagaba; Azmatullah Noor; Abdulnaser Mohammed Al-Sabaeei; Najib Mohammed Yahya Almahbashi. Response Surface Methodology to Optimize Methane Production from Mesophilic Anaerobic Co-Digestion of Oily-Biological Sludge and Sugarcane Bagasse. Sustainability 2020, 12, 2116 .
AMA StyleAiban Abdulhakim Saeed Ghaleb, Shamsul Rahman Mohamed Kutty, Yeek-Chia Ho, Ahmad Hussaini Jagaba, Azmatullah Noor, Abdulnaser Mohammed Al-Sabaeei, Najib Mohammed Yahya Almahbashi. Response Surface Methodology to Optimize Methane Production from Mesophilic Anaerobic Co-Digestion of Oily-Biological Sludge and Sugarcane Bagasse. Sustainability. 2020; 12 (5):2116.
Chicago/Turabian StyleAiban Abdulhakim Saeed Ghaleb; Shamsul Rahman Mohamed Kutty; Yeek-Chia Ho; Ahmad Hussaini Jagaba; Azmatullah Noor; Abdulnaser Mohammed Al-Sabaeei; Najib Mohammed Yahya Almahbashi. 2020. "Response Surface Methodology to Optimize Methane Production from Mesophilic Anaerobic Co-Digestion of Oily-Biological Sludge and Sugarcane Bagasse." Sustainability 12, no. 5: 2116.
In this study, separate and composite nanosilica (NS) and waste denim fibre (WDF) are utilised to improve the rutting performance of bitumen. The effects on the rheological properties of base and modified bitumen before and after short-term aging were investigated. Conventional tests were performed to check the feasibility of the composite modified bitumen to be utilised as a flexible pavement material. Rolling thin film oven, temperature sweep test and multiple stress creep recovery (MSCR) tests were conducted to assess the effects of NS, WDF and composite NS-WDF on advanced rheological properties. Results show that the addition of NS to WDF-modified bitumen improves the conventional characteristics and rutting resistance parameters. MSCR test results indicate that increased in both NS and WDF content leads to a decline and increase in the non-recoverable creep compliance and percentage recovery respectively. The performance grade of bitumen was improved from PG 64S to PG**V for composite NS-WDF-modified binders at both 4% NS and WDF. The WDF provides more elastic contribution compared to the NS. This can be ascribed to the presence of clumps/clusters of fibres in the blends acting as pockets of elasticity. These findings reveal the remarkable improvement in rutting resistance and elasticity of bitumen.
Abdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Salah E. Zoorob; Aliyu Usman. Influence of nanosilica particles on the high-temperature performance of waste denim fibre-modified bitumen. International Journal of Pavement Engineering 2020, 1 -14.
AMA StyleAbdulnaser M. Al-Sabaeei, Madzlan B. Napiah, Muslich H. Sutanto, Wesam S. Alaloul, Salah E. Zoorob, Aliyu Usman. Influence of nanosilica particles on the high-temperature performance of waste denim fibre-modified bitumen. International Journal of Pavement Engineering. 2020; ():1-14.
Chicago/Turabian StyleAbdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Salah E. Zoorob; Aliyu Usman. 2020. "Influence of nanosilica particles on the high-temperature performance of waste denim fibre-modified bitumen." International Journal of Pavement Engineering , no. : 1-14.
From the perspective of highway engineering, bio-asphalt binders have economic, social and environmental benefits and, therefore, can be partially substituted for petroleum-based asphalt binders. A typical raw material for producing bio-asphalt binder used as a renewable energy source is commonly called a biomaterial. Examples of these biomaterials are swine manure and waste cooking oil, as well as castor, sunflower, cotton, linseed and soybean oils. The aim of this review was to survey research efforts on bio-asphalt binder technology for flexible road applications, map the research view from the literature into a coherent and systematic taxonomy and determine the motivations behind using biomaterials in road applications. Meanwhile, an extensive taxonomy was developed based on the literature reviewed and analysed in terms of pure bio-asphalt binder, biomaterials with warm mix asphalt, biomaterials with reclaimed asphalt pavement and biomaterials with capsulation technology. Moreover, critical rheological characteristics and their performance characteristics in bio-asphalt mixture applications were reviewed. The current review concluded that most of the biomaterials can improve the low-temperature rheological properties, but at the same time affect the high-temperature rheological properties. The ageing of most bio-asphalt binders was also found to have a negative effect on the performance of bio-asphalt based on feedback sources and the resulting by-products, which cause unstable physiochemical and morphological behaviours. The fatigue performance of most of the bio-asphalt mixtures was positively enhanced, whereas rutting and moisture resistance were negatively affected. Overall, the different types of bio-asphalt binders possess properties that are either positive or negative. Future research is recommended to mitigate the ageing properties of bio-asphalt binders. The environmental impact and life-cycle assessment of bio-asphalt and traditional petroleum-based asphalt binders must be compared. Determining the optimum biomaterials to be used in pavement applications without compromising performance is an interesting task. This systematic review is expected to contribute to understanding of available gaps and options for other interested researchers to participate in this line of research.
Abdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Aliyu Usman. A systematic review of bio-asphalt for flexible pavement applications: Coherent taxonomy, motivations, challenges and future directions. Journal of Cleaner Production 2019, 249, 119357 .
AMA StyleAbdulnaser M. Al-Sabaeei, Madzlan B. Napiah, Muslich H. Sutanto, Wesam S. Alaloul, Aliyu Usman. A systematic review of bio-asphalt for flexible pavement applications: Coherent taxonomy, motivations, challenges and future directions. Journal of Cleaner Production. 2019; 249 ():119357.
Chicago/Turabian StyleAbdulnaser M. Al-Sabaeei; Madzlan B. Napiah; Muslich H. Sutanto; Wesam S. Alaloul; Aliyu Usman. 2019. "A systematic review of bio-asphalt for flexible pavement applications: Coherent taxonomy, motivations, challenges and future directions." Journal of Cleaner Production 249, no. : 119357.
A comprehensive review using natural rubber in the modification of bitumen used for road construction is presented in this paper. The sources, types and properties of natural rubber are discussed briefly. The methods used by researchers to add natural rubber as a modifier for bitumen are also discussed. A literature review of the effects of natural rubber on the physical, mechanical and rheological properties of bitumen and the performance of asphalt mixtures over the past three decades is presented along with the cost analysis of using natural rubber as a modifier in comparison to using other polymers. Researchers in the field of the highway and pavement engineering need to find a method to deal with the most common pavement distress by using local additives such as natural rubber. It is expected that a special, cost effective and long lasting natural rubber modified flexible for road pavements, which is also fatigue and rut resistant, will be developed in the near future. This will reduce the amount of expenses required for the annual maintenance of asphalt mixtures around the world.
Abdulnaser Al-Sabaeei; Nur Izzi Md. Yussof; Madzlan Napiah; Muslich Sutanto. A REVIEW OF USING NATURAL RUBBER IN THE MODIFICATION OF BITUMEN AND ASPHALT MIXTURES USED FOR ROAD CONSTRUCTION. Jurnal Teknologi 2019, 81, 1 .
AMA StyleAbdulnaser Al-Sabaeei, Nur Izzi Md. Yussof, Madzlan Napiah, Muslich Sutanto. A REVIEW OF USING NATURAL RUBBER IN THE MODIFICATION OF BITUMEN AND ASPHALT MIXTURES USED FOR ROAD CONSTRUCTION. Jurnal Teknologi. 2019; 81 (6):1.
Chicago/Turabian StyleAbdulnaser Al-Sabaeei; Nur Izzi Md. Yussof; Madzlan Napiah; Muslich Sutanto. 2019. "A REVIEW OF USING NATURAL RUBBER IN THE MODIFICATION OF BITUMEN AND ASPHALT MIXTURES USED FOR ROAD CONSTRUCTION." Jurnal Teknologi 81, no. 6: 1.
About 15% of the denim jeans are waste materials during the cutting processing in the manufacturing. That is considering a huge waste need to be managed and recycled in a sustainable manner. In this research, waste denim fibre modified binders were prepared at 0.5%, 1%, 1.5% and 2% concentration of waste denim fibre by weight of bitumen. Effects of waste denim fibre on physical and rheological properties of bitumen were investigated by conducting penetration, softening point, ductility, temperature susceptibility, complex modulus, phase angle and permanent deformation parameters evaluations. Results show that the addition of waste denim fibre reduces the penetration, ductility and temperature susceptibility and increases the softening point of bitumen, which indicating improved permanent deformation resistance of bitumen. Based on dynamic shear rheometer analysis, it was found that, waste denim fibre improved the rheological properties of bitumen from a temperature range of 40°C to 70°C. Furthermore, rutting parameter evaluation indicated that denim fibre modified bitumen has high resistance to rutting due to the enhancement of its elastic behaviour with increased of denim fibre content in the modified binder. It was also noted that 2% WDF is the optimum content for improving the rutting resistance of base bitumen.
Abdulnaser Al-Sabaeei; M Napiah; M Sutanto; W Alaloul. Effects of Waste Denim Fibre (WDF) on the physical and rheological properties of bitumen. IOP Conference Series: Materials Science and Engineering 2019, 527, 012047 .
AMA StyleAbdulnaser Al-Sabaeei, M Napiah, M Sutanto, W Alaloul. Effects of Waste Denim Fibre (WDF) on the physical and rheological properties of bitumen. IOP Conference Series: Materials Science and Engineering. 2019; 527 (1):012047.
Chicago/Turabian StyleAbdulnaser Al-Sabaeei; M Napiah; M Sutanto; W Alaloul. 2019. "Effects of Waste Denim Fibre (WDF) on the physical and rheological properties of bitumen." IOP Conference Series: Materials Science and Engineering 527, no. 1: 012047.