Eco-Friendly Incorporation of Crumb Rubber and Waste Bagasse Ash in Bituminous Concrete Mix
The consumption of waste materials in the construction sector is a sustainable approach that helps in reducing the environmental pollution and decreases the construction cost. The present research work emphasizes the mechanical properties of bituminous concrete mix prepared with crumb rubber (CR) an...
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Published in | Materials Vol. 15; no. 7; p. 2509 |
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Main Authors | , , , , , , , |
Format | Journal Article |
Language | English |
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29.03.2022
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Abstract | The consumption of waste materials in the construction sector is a sustainable approach that helps in reducing the environmental pollution and decreases the construction cost. The present research work emphasizes the mechanical properties of bituminous concrete mix prepared with crumb rubber (CR) and waste sugarcane bagasse ash (SCBA). For the preparation of bituminous concrete mix specimens with CR and SCBA, the effective bitumen content was determined using the Marshall Mix design method. A total of 15 bituminous concrete mix specimens with 4%, 4.5%, 5%, 5.5% and 6% of bitumen content were prepared, and the effective bitumen content turned out to be 4.7%. The effect of five different CR samples of 2%, 4%, 6%, 8% and 10% by weight of total mix and SCBA samples of 25%, 50%, 75% and 100% by weight of filler were investigated on the performance of bituminous concrete. A total of 180 samples with different percentages of CR and SCBA were tested for indirect tensile strength (ITS) and Marshall Stability, and the results were compared with conventional bituminous concrete mix. It was observed that the stability values rose with an increase in CR percentage up to 6%, while the flow values rose as the percentage of SCBA increased in the mix. Maximum ITS results were observed at 4% CR and 25% SCBA replacement levels. However, a decrease in stability and ITS result was observed as the percentages of CR and SCBA increased beyond 4% and 25%, respectively. We concluded that the optimum CR and SCBA content of 4% and 25%, respectively, can be effectively used as a sustainable alternative in bituminous concrete mix. |
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AbstractList | The consumption of waste materials in the construction sector is a sustainable approach that helps in reducing the environmental pollution and decreases the construction cost. The present research work emphasizes the mechanical properties of bituminous concrete mix prepared with crumb rubber (CR) and waste sugarcane bagasse ash (SCBA). For the preparation of bituminous concrete mix specimens with CR and SCBA, the effective bitumen content was determined using the Marshall Mix design method. A total of 15 bituminous concrete mix specimens with 4%, 4.5%, 5%, 5.5% and 6% of bitumen content were prepared, and the effective bitumen content turned out to be 4.7%. The effect of five different CR samples of 2%, 4%, 6%, 8% and 10% by weight of total mix and SCBA samples of 25%, 50%, 75% and 100% by weight of filler were investigated on the performance of bituminous concrete. A total of 180 samples with different percentages of CR and SCBA were tested for indirect tensile strength (ITS) and Marshall Stability, and the results were compared with conventional bituminous concrete mix. It was observed that the stability values rose with an increase in CR percentage up to 6%, while the flow values rose as the percentage of SCBA increased in the mix. Maximum ITS results were observed at 4% CR and 25% SCBA replacement levels. However, a decrease in stability and ITS result was observed as the percentages of CR and SCBA increased beyond 4% and 25%, respectively. We concluded that the optimum CR and SCBA content of 4% and 25%, respectively, can be effectively used as a sustainable alternative in bituminous concrete mix. |
Author | Javed, Muhammad Faisal Dawood, Osama Alqurashi, Muwaffaq Tariq, Muhammad Atiq Ur Rehman Aslam, Fahid Shah, Muhammad Izhar Hussain, Enas E Ullah, Sheraz |
AuthorAffiliation | 2 Department of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif 21944, Saudi Arabia; m.gourashi@tu.edu.sa 4 College of Engineering and Science, Victoria University, Melbourne, VIC 8001, Australia; atiq.tariq@yahoo.com 5 National Water Research Center, P.O. Box 74, Shubra El-Kheima 13411, Egypt 1 Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan; sherazullahwazir@gmail.com (S.U.); arbabf1@gmail.com (M.F.J.); osamaa.daud@gmail.com (O.D.) 3 Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia; f.aslam@psau.edu.sa |
AuthorAffiliation_xml | – name: 1 Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan; sherazullahwazir@gmail.com (S.U.); arbabf1@gmail.com (M.F.J.); osamaa.daud@gmail.com (O.D.) – name: 3 Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia; f.aslam@psau.edu.sa – name: 2 Department of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif 21944, Saudi Arabia; m.gourashi@tu.edu.sa – name: 4 College of Engineering and Science, Victoria University, Melbourne, VIC 8001, Australia; atiq.tariq@yahoo.com – name: 5 National Water Research Center, P.O. Box 74, Shubra El-Kheima 13411, Egypt |
Author_xml | – sequence: 1 givenname: Sheraz orcidid: 0000-0003-4635-6128 surname: Ullah fullname: Ullah, Sheraz organization: Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan – sequence: 2 givenname: Muhammad Izhar orcidid: 0000-0002-0588-6301 surname: Shah fullname: Shah, Muhammad Izhar organization: Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan – sequence: 3 givenname: Muwaffaq orcidid: 0000-0002-9883-8869 surname: Alqurashi fullname: Alqurashi, Muwaffaq organization: Department of Civil Engineering, College of Engineering, Taif University, P.O. Box 11099, Taif 21944, Saudi Arabia – sequence: 4 givenname: Muhammad Faisal orcidid: 0000-0001-5478-9324 surname: Javed fullname: Javed, Muhammad Faisal organization: Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan – sequence: 5 givenname: Osama orcidid: 0000-0001-5597-3342 surname: Dawood fullname: Dawood, Osama organization: Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad 22060, Pakistan – sequence: 6 givenname: Fahid orcidid: 0000-0003-2863-3283 surname: Aslam fullname: Aslam, Fahid organization: Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia – sequence: 7 givenname: Muhammad Atiq Ur Rehman orcidid: 0000-0002-0226-7310 surname: Tariq fullname: Tariq, Muhammad Atiq Ur Rehman organization: College of Engineering and Science, Victoria University, Melbourne, VIC 8001, Australia – sequence: 8 givenname: Enas E orcidid: 0000-0002-8943-2154 surname: Hussain fullname: Hussain, Enas E organization: National Water Research Center, P.O. Box 74, Shubra El-Kheima 13411, Egypt |
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Keywords | experimental testing Marshall stability bituminous concrete indirect tensile strength waste utilization |
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SubjectTerms | Aggregates Ashes Asphalt pavements Bagasse Bitumens bituminous concrete By products Cement Concrete mixing Construction costs Density experimental testing indirect tensile strength Laboratories Marshall stability Materials selection Mechanical properties Particle size Rheology Roads & highways Rubber Stability Sugar industry Sugarcane Tensile strength Tires waste utilization |
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Title | Eco-Friendly Incorporation of Crumb Rubber and Waste Bagasse Ash in Bituminous Concrete Mix |
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