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Development of Sustainable Cold Asphalt Mixture by Using Biomass Ashes

    Authors

    • Zainab Al Qraiti 1
    • Anmar Dulaimi 2

    1 Department of Civil Engineering, College of Engineering, University of Kerbala; Karbala.

    2 Civil Engineering Department. College of Engineering, University Karbala, Iraq. School of Civil Engineering and Built Environment, Liverpool John Moores University, Liverpool L3 2ET, UK,

,

Document Type : Research Article

10.63463/kjes1208
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Abstract

Cold asphalt mixtures (CAM) have many economic and environmental benefits compared to traditional hot mix asphalt (HMA). However, because such a CAM has weak strength and high air voids, it receives little attention. The main objective of this research is to enhance traditional CAM by integrating two types of biomass ash: palm leaf ash (PLA) and reed ash (RA). The improvement in the mechanical properties of CMA was accomplished by replacing ordinary Portland cement (OPC) with PLA at proportions of 0%, 1.75%, 3.5%, 5.25%, and 7% by dry aggregate weight. RA was added later at concentrations of 0.25%, 0.5%, and 1% based on the dry aggregate weight. The mechanical characteristics and durability were evaluated by the Marshall stability, indirect tensile stress test, and water sensitivity test. The results indicated that 1.5% PLA, 5.5% OPC and 0.45% RA significantly enhanced the Marshall stability, where 15.9 kN were obtained after 3 days and 21.1 kN after 28 days, and this is due to the combined action of both PLA and RA, in addition to OPC activating the production of hydration products.

Keywords

  • Cold asphalt mix
  • Marshall test
  • Palm leaf ash
  • Reed ash
  • Water damage
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References
[1]  Xiao, F.,Yao, S.,Wang, J.,Li,X.and Amirkhanian, S., Aliterature review on cold recycling technology of asphalt pavement.Construction and Building Materials, 2018.180: p.579-604.
[2]  Abdel-Wahed, T., Dulaimi, A., Shanbara, H. and Al Nageim, H., The Impact of Cement Kiln Dust and Cement on Cold Mix Asphalt Characteristics at Different Climate. Sustainability 2022, 14, 4173. 2022, s Note: MDPI stays neutral with regard to jurisdictional claims in published ….
[3]  Dulaimi, A., Shanbara, H.K. and Al-Rifaie, A., The mechanical evaluation of cold asphalt emulsion mixtures using a new cementitious material comprising ground-granulated blast-furnace slag and a calcium carbide residue. Construction and Building Materials, 2020. 250: p. 118808.
[4]  Yang, Y., Li, B., Yang, Y., Chen, Y. and Zhang, L., Micro-damage characteristics of cold recycled mixture under freeze–thaw cycles based on discrete-element modeling. Construction and Building Materials, 2023. 409: p. 133957.
[5]  Alrshoudi, F. and Alshannag, M., Suitability of palm frond waste ash as a supplementary cementitious material. Arabian Journal for Science and Engineering, 2020. 45(10): p. 7967-7974.
[6]  Tian, Y., Yan, X., Lu, D., Wang, Z., Zhang, J., Xu, O. and Li, W., Characteristics of the Cement Asphalt Emulsion Mixture With Early-Age Strength and Flowability. Frontiers in Materials, 2020. 7.
[7]  Dulaimi, A., Al Nageim, H., Ruddock, F. and Seton, L., High performance cold asphalt concrete mixture for binder course using alkali-activated binary blended cementitious filler. Construction and Building Materials, 2017. 141: p. 160-170.
[8]  Lu, D., Wang, Y., Leng, Z. and Zhong, J., Influence of ternary blended cementitious fillers in a cold mix asphalt mixture. Journal of Cleaner Production, 2021. 318: p. 128421.
[9]  Dulaimi, A., Al-Nageim, H., Ruddock, F. and Seton, L., Assessment the Performance of Cold Bituminous Emulsion Mixtures with Cement and Supplementary Cementitious Material for Binder Course Mixture. 2016.
[10]  Lin, J., Huo, L., Xu, F., Xiao, Y. and Hong, J., Development of microstructure and early-stage strength for 100% cold recycled asphalt mixture treated with emulsion and cement. Construction and Building Materials, 2018. 189: p. 924-933.
[11]  He, Y., Li, Y., Zhang, J., Xiong, K., Huang, G., Hu, Q. and Zhao, X., Performance evolution mechanism and affecting factors of emulsified asphalt cold recycled mixture performance: A state-of art review. Construction and Building Materials, 2024. 411: p. 134545.
[12]  Zhu, C., Zhang, H., Wang, Z., Guo, X. and Li, J., Microstructure and road performance of emulsified asphalt cold recycled mixture containing waste additives and/or cement. Construction and Building Materials, 2024. 448: p. 138199.
[13]  Al-Merzah, S., Al-Busaltan, S. and Nageim, H.A., Characterizing cold bituminous emulsion mixtures comprised of palm leaf ash. Journal of Materials in Civil Engineering, 2019. 31(6): p. 04019069 %@ 0899-1561.
[14]  Amouzadeh Omrani, M. and Modarres, A., Emulsified cold recycled mixtures using cement kiln dust and coal waste ash-mechanical-environmental impacts. Journal of Cleaner Production, 2018. 199: p. 101-111.
[15]  Li, Q., Zhu, C., Zhang, H. and Zhang, S., Evaluation on long-term performance of emulsified asphalt cold recycled mixture incorporating fly ash by mechanistic and microscopic characterization. Construction and Building Materials, 2022. 319: p. 126120.
[16]  Behnood, A., Modiri Gharehveran, M., Gozali Asl, F. and Ameri, M., Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash. Construction and Building Materials, 2015. 96: p. 172-180.
[17]  Modarres, A. and Ayar, P., Coal waste application in recycled asphalt mixtures with bitumen emulsion. Journal of Cleaner Production, 2014. 83: p. 263-272.
[18]  Fini, E.H., Hajikarimi, P., Rahi, M. and Moghadas Nejad, F., Physiochemical, rheological, and oxidative aging characteristics of asphalt binder in the presence of mesoporous silica nanoparticles. Journal of Materials in Civil Engineering, 2016. 28(2): p. 04015133.
[19]  Ojum, C. and Thom, N., Effect of binder in recycled asphalt on cold-mix pavements. Proceedings of the Institution of Civil Engineers-Construction Materials, 2017. 170(4): p. 205-210.
[20]  GSRB, G., General Specifications for Roads and Bridges, SECTION R9. 2003, Iraq.
[21]  ASTM, A., Standard test method for relative density (specific gravity) and absorption of coarse aggregate. ASTM West Conshohocken, PA, 2015.
[22]  ASTM, A., C131-06 Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. Conshohoken, PA: ASTM, 2006.
[23]  Astm, C., Standard test method for relative density (specific gravity) and absorption of fine aggregate. ASTM Current Edition Approved Jan, 2015. 1.
[24]  ASTM, D., 36,“Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus),” vol. 95, no. 2000, Reapproved.
[25]  Astm, D., Standard test method for density of semi-solid bituminous materials (pycnometer method). West Conshohocken, PA: ASTM International, 2009.
[26]  Standard, A., D5. Standard Test Method for Penetration of Bituminous Materials. American Society for Testing and Materials: West Conshohocken, PA, USA, 2013.
[27]  Kuppili, S.K., Kumar, A. and Kim, D.-S., Biodiesel Properties Depending on Blends and Feedstocks: 155Cloud Point, Kinematic Viscosity, and Flash Point, in World Biodiesel Policies and Production. 2019, CRC Press. p. 155-174.
[28]  ASTM, D., D113. Standard Test Method for Ductility of Bituminous Materials. ASTM: West Conshohocken, PA, USA, 2007.
[29]  Mohsen, K., Al-Busaltan, S. and Kadhim, M., Cracking evaluation of semi-flexible mixture comparison sustainable modified cementitious grout. Kerbala Journal for Engineering Sciences, 2021. 1: p. 216-232.
[30]  C188, A., Standard test method for density of hydraulic cement. West Conshohocken, PA: ASTM International., 2017.
[31]  ASTM, Standard test method for fineness of hydraulic cement by the 45-μ m (No. 325) sieve. 1996.
[32]  Asphalt, I., Asphalt Cold Mix Manual, Manual Series No. 14 (MS-14). 1989.
[33]  Asphalt Institute, Asphalt Cold Mix Manual, manual series  No.14 (MS-14). 3rd ed. 1989, Maryland,USA.
[34]  Dulaimi, A., Nageim, H.A., Ruddock, F. and Seton, L., New developments with cold asphalt concrete binder course mixtures containing binary blended cementitious filler (BBCF). Constr. Build. Mater., 2016. 124: p. 414.
[35]  Jenkins, K.J., Mix design considerations for cold and half-warm bituminous mixes with emphasis of foamed bitumen. 2000, Stellenbosch: Stellenbosch University.
[36]  ASTM D6927, Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures, in ASTM International, West Conshohocken, PA. 2015.
[37]  ASTM, D. 6931, Standard Test Method for Indirect Tensile (IDT) Strength of Asphalt Mixtures. in American society for testing and materials. 2017.
[38]  Mardani, A., Sezer, G. and Ramyar, K., Comparison of fly ash, silica fume and metakaolin from mechanical properties and durability performance of mortar mixtures view point. Construction and Building Materials, 2014. 70: p. 17–25.
[39]  Yang, Y., Yang, Y. and Qian, B., Performance and Microstructure of Cold Recycled Mixes Using Asphalt Emulsion with Different Contents of Cement. Materials, 2019. 12(16): p. 2548.
[40]  Yao, Y., Xu, G., Wu, M. and Zhao, M., Exploring the influence of cement and cement hydration products on strength and interfacial adhesion in emulsified cold recycled mixture: A molecular dynamics and experimental investigation. Construction and Building Materials, 2023. 409: p. 134050.
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Kerbala Journal for Engineering Sciences (KJES)
Volume 6, Issue 1
March 2026
Pages 20-36
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How to cite
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  • Article View: 422
  • PDF Download: 183

APA

Al Qraiti, Z., & Dulaimi, A. (2026). Development of Sustainable Cold Asphalt Mixture by Using Biomass Ashes. Kerbala Journal for Engineering Sciences (KJES), 6(1), 20-36. doi: 10.63463/kjes1208

MLA

Zainab Al Qraiti; Anmar Dulaimi. "Development of Sustainable Cold Asphalt Mixture by Using Biomass Ashes". Kerbala Journal for Engineering Sciences (KJES), 6, 1, 2026, 20-36. doi: 10.63463/kjes1208

HARVARD

Al Qraiti, Z., Dulaimi, A. (2026). 'Development of Sustainable Cold Asphalt Mixture by Using Biomass Ashes', Kerbala Journal for Engineering Sciences (KJES), 6(1), pp. 20-36. doi: 10.63463/kjes1208

VANCOUVER

Al Qraiti, Z., Dulaimi, A. Development of Sustainable Cold Asphalt Mixture by Using Biomass Ashes. Kerbala Journal for Engineering Sciences (KJES), 2026; 6(1): 20-36. doi: 10.63463/kjes1208

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