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Hosseinzadeh, Lobat, Jamshidi, Morteza, Dehestani, Mehdi, Nabizadeh, Seyed Farhad. (1406). Compressive Strength and Sustainability Assessment of Mortar Incorporating Rice Husk Biochar as a Sustainable Cement Replacement. پژوهشنامه مدیریت اجرایی, 3(3), 22-37. doi: 10.22080/ceas.2026.32347.1122
Lobat Hosseinzadeh; Morteza Jamshidi; Mehdi Dehestani; Seyed Farhad Nabizadeh. "Compressive Strength and Sustainability Assessment of Mortar Incorporating Rice Husk Biochar as a Sustainable Cement Replacement". پژوهشنامه مدیریت اجرایی, 3, 3, 1406, 22-37. doi: 10.22080/ceas.2026.32347.1122
Hosseinzadeh, Lobat, Jamshidi, Morteza, Dehestani, Mehdi, Nabizadeh, Seyed Farhad. (1406). 'Compressive Strength and Sustainability Assessment of Mortar Incorporating Rice Husk Biochar as a Sustainable Cement Replacement', پژوهشنامه مدیریت اجرایی, 3(3), pp. 22-37. doi: 10.22080/ceas.2026.32347.1122
Hosseinzadeh, Lobat, Jamshidi, Morteza, Dehestani, Mehdi, Nabizadeh, Seyed Farhad. Compressive Strength and Sustainability Assessment of Mortar Incorporating Rice Husk Biochar as a Sustainable Cement Replacement. پژوهشنامه مدیریت اجرایی, 1406; 3(3): 22-37. doi: 10.22080/ceas.2026.32347.1122

Compressive Strength and Sustainability Assessment of Mortar Incorporating Rice Husk Biochar as a Sustainable Cement Replacement

Civil Engineering and Applied Solutions
مقاله 2، دوره 3، شماره 3، مهر 2027، صفحه 22-37    اصل مقاله (1.08 M)
نوع مقاله: Original Article
شناسه دیجیتال (DOI): 10.22080/ceas.2026.32347.1122
نویسندگان
Lobat Hosseinzadeh1؛ Morteza Jamshidi* 1؛ Mehdi Dehestani2؛ Seyed Farhad Nabizadeh1
1Department of Civil Engineering, Cha. C, Islamic Azad University, Chalus, Iran
2Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran
تاریخ دریافت: 16 تیر 1405،  تاریخ بازنگری: 18 مرداد 1405،  تاریخ پذیرش: 30 شهریور 1405 
چکیده
The cement industry is a major contributor to global CO2 emissions, highlighting the need for sustainable supplementary cementitious materials (SCMs) capable of reducing cement consumption while maintaining mechanical performance. This study investigated the effects of raw rice husk (SH), rice husk biochar (BSH), and calcined rice husk ash (CSH) as partial replacements for ordinary Portland cement. Mortar mixtures incorporating 3%, 5%, and 8% of each material were evaluated in terms of workability, compressive strength, normalized compressive strength, and strength development up to 28 days. In addition, a cradle-to-gate life cycle assessment (LCA) was performed to quantify greenhouse gas (GHG) emissions, cumulative energy demand (CED), and environmental impacts using the ReCiPe endpoint method. The results showed that the processing method of rice husk significantly influenced both mechanical and environmental performance. Among the investigated materials, CSH improved workability because of its filler effect and fine particle size. The mixture containing 3% CSH and BSH achieved the highest 28-day compressive strength (43.4 and 41.1 MPa, respectively), corresponding to 143.6% and 136.0% of the reference mixture's compressive strength (i.e., a 43.6% and 36.0% increase), respectively. Biochar enhanced long-term strength through internal curing, whereas SH exhibited slower early-age strength development but substantial later-age strength gain. The LCA results indicated that replacing 8% of cement with RH reduced CO₂ emissions, cumulative energy demand, and the overall ReCiPe endpoint impact by 7.7%, 6.7%, and 4.8%, respectively, compared with the control mixture, while CSH also provided considerable environmental benefits. Overall, SH-derived materials offer an effective strategy for producing low-carbon cementitious mortars. The 3% CSH mixture delivered the best mechanical performance, whereas the 8% SH mixture achieved the greatest environmental benefits, demonstrating the importance of balancing engineering performance and sustainability.
کلیدواژه‌ها
Rice husk؛ Supplementary cementitious materials؛ Cement mortar؛ Compressive strength؛ Strength development؛ Life cycle assessment (LCA)؛ Sustainability
مراجع
  1. Rukzon, S., Shindaprasirt, P. Strength and chloride resistance of blended Portland cement mortar containing palm oil fuel ash and fly ash. International Journal of Minerals, Metallurgy, and Materials, 2015; 16: 475–481. doi:10.1016/S1674-4799(09)60083-2.
  2. Kordi, M., Farrokhi, N., Pech-Canul, M. I., Ahmadikhah, A. Rice husk at a glance: from agro-industrial to modern applications. Rice Science, 2024; 31: 14–32. doi:10.1016/j.rsci.2023.08.005.
  3. Thomas, B. S. Green concrete partially comprised of rice husk ash as a supplementary cementitious material–A comprehensive review. Renewable and Sustainable Energy Reviews, 2018; 82: 3913–3923. doi:10.1016/j.rser.2017.10.081.
  4. Kacho, H. A., Samadi, M. T., Niazi, S., Leili, M. Human Health Risk Assessment of Atmospheric Pollutant Emissions from Open Field Burning of Rice Residues. Water, Air, & Soil Pollution, 2026; 237: 319. doi:10.1007/s11270-025-08934-8.
  5. Duque-Acevedo, M., Lancellotti, I., Andreola, F., Barbieri, L., Belmonte-Ureña, L. J., Camacho-Ferre, F. Management of agricultural waste biomass as raw material for the construction sector: an analysis of sustainable and circular alternatives. Environmental Sciences Europe, 2022; 34: 70. doi:10.1186/s12302-022-00655-7.
  6. John, K. I., Adeleye, A. T., Munsif, S., Odusina, B. O., Omorogie, M. O. Perspectives on circular economy and efficient resource utilization of valorized value-added material for sustainable development. Circular Economy and Sustainability, 2026; 6: 17. doi:10.1007/s43615-026-00837-y.
  7. Dunant, C. F., Joseph, S., Prajapati, R., Allwood, J. M. Electric recycling of Portland cement at scale. Nature, 2024; 629: 1055–1061. doi:10.1038/s41586-024-07338-8.
  8. Chaudhury, R., Sharma, U., Thapliyal, P., Singh, L. Low-CO2 emission strategies to achieve net zero target in cement sector. Journal of Cleaner Production, 2023; 417: 137466. doi:10.1016/j.jclepro.2023.137466.
  9. Antunes, M., Santos, R. L., Pereira, J., Rocha, P., Horta, R. B., Colaço, R. Alternative clinker technologies for reducing carbon emissions in cement industry: a critical review. Materials, 2021; 15: 209. doi:10.3390/ma15010209.
  10. Ahmed, A. Assessing the effects of supplementary cementitious materials on concrete properties: a review. Discover Civil Engineering, 2024; 1: 145. doi:10.1007/s44290-024-00154-z.
  11. Raghav, M., Park, T., Yang, H.-M., Lee, S.-Y., Karthick, S., Lee, H.-S. Review of the effects of supplementary cementitious materials and chemical additives on the physical, mechanical and durability properties of hydraulic concrete. Materials, 2021; 14: 7270. doi:10.3390/ma14237270.
  12. Alamian, M., Mousavi, S. S., Dehestani, M. Development of a low-clinker GGBFS calcined clay cement using waste ceramic tile. Journal of Materials in Civil Engineering, 2025; 37: 04025312. doi:10.1061/JMCEE7.MTENG-20525.
  13. Chandru, U., Bahurudeen, A., Senthilkumar, R., Vijay, T. Evaluating the availability and carbon footprint of agricultural waste ashes: a strategy for achieving sustainable cement production in India. Innovative Infrastructure Solutions, 2024; 9: 482. doi:10.1007/s41062-024-01736-7.
  14. Ji, J., Li, L., Quan, L., Tian, B., Zhang, P., Li, S. The Effects of Calcination Process Parameters on RHA Reactivity and Mortar Mechanical Properties. Materials, 2025; 18: 3129. doi:10.3390/ma18133129.
  15. Nair, D. G., Fraaij, A., Klaassen, A. A., Kentgens, A. P. A structural investigation relating to the pozzolanic activity of rice husk ashes. Cement and Concrete Research, 2008; 38: 861–869. doi:10.1016/j.cemconres.2007.10.004.
  16. Shen, J., Liu, X., Zhu, S., Zhang, H., Tan, J. Effects of calcination parameters on the silica phase of original and leached rice husk ash. Materials Letters, 2011; 65: 1179–1183. doi:10.1016/j.matlet.2011.01.034.
  17. Chen, W.-H., Magdaraog, B. J. P., Ubando, A. T., Felix, C. B., Lin, K.-Y. A., Conejos, S. Sustainable cementitious materials: A comprehensive review on rice husk biochar-Portland cement blends. Case Studies in Construction Materials, 2025; 23: e05087. doi:10.1016/j.cscm.2025.e05087.
  18. Mahmoud, A. A., El-Sayed, A. A., Fathy, I. N., Fawzy, S., Alturki, M., Elfakharany, M. E., Abouelnour, M. A., Mahmoud, K., Dahish, H. A., ElTalawy, S. M. Evaluation of rice husk biochar influence as a partial cement replacement material on the physical, mechanical, microstructural, and radiation shielding properties of ordinary concrete. Scientific Reports, 2025; 15: 27229. doi:10.1038/s41598-025-11987-8.
  19. Samarajeewa, P., Buddika, S., Yapa, H., Gunasekara, C., Law, D. W. Rice husk ash and nanomaterial-blended cement composites: a review. Environmental Science and Pollution Research, 2026; 33: 717–735. doi:10.1007/s11356-025-37361-9.
  20. Room, S., Bahadori-Jahromi, A. Hydration kinetics of biochar-enhanced cement composites: A mini-review. Buildings, 2025; 15: 2520. doi:10.3390/buildings15142520.
  21. Yin, X., Rahman, M. M., Sun, Y., Zhao, Y., Wang, J. Sustainable soil–cement composites with rice husk ash and silica fume: a review of performance and environmental benefits. Materials, 2025; 18: 2880. doi:10.3390/ma18122880
  22. Ullah, M. F., Tang, H., Ullah, A., Ahmad, S., Alzlfawi, A., Ahmad, M., Tóth, Z. Modeling and optimization of sustainable ternary concrete incorporating rice husk ash and extracted micro silica. Scientific Reports, 2026; 16: 5063. doi:10.1038/s41598-026-35983-8.
  23. Liu, W., Tan, S., Qing, L., Li, Y. Pozzolanic activity of biochar with high carbon content and its influence on comprehensive strength-emission performance of biochar-cement composite paste. Construction and Building Materials, 2025; 478: 141427. doi:10.1016/j.conbuildmat.2025.141427.
  24. Nazari, A., Toufigh, V. Effects of elevated temperatures and re-curing on concrete containing rice husk ash. Construction and Building Materials, 2024; 439: 137277. doi:10.1016/j.conbuildmat.2024.137277.
  25. Farrokh, G. H., Nazari, A. Prediction of rice husk ash-based SCC compressive strength: Data-driven Framework. Civil Engineering and Applied Solutions, 2025; 1: 17–28. doi:10.22080/ceas.2025.29625.1025.
  26. International Organization for Standardization (ISO). ISO 14040: Environmental management — Life cycle assessment — Principles and framework. Geneva (CH): ISO; 2006.
  27. Guinée, J. B. Handbook on life cycle assessment: operational guide to the ISO standards. 1st ed. Berlin (DE): Springer Science & Business Media; 2002. doi:10.1007/0-306-48055-7.
  28. Environment, U., Scrivener, K. L., John, V. M., Gartner, E. M. Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry. Cement and Concrete Research, 2018; 114: 2–26. doi:10.1016/j.cemconres.2018.03.015.
  29. Akintayo, B. D., Babatunde, O. M., Akintayo, D. C., Olanrewaju, O. A. Transforming Industrial Waste into Low-Carbon Cement: A Multi-Criteria Assessment of Supplementary Cementitious Materials for Sustainable Concrete Design. Recycling, 2025; 10: 211. doi:10.3390/recycling10060211.
  30. Avet, F., Scrivener, K. Investigation of the calcined kaolinite content on the hydration of Limestone Calcined Clay Cement (LC3). Cement and Concrete Research, 2018; 107: 124–135. doi:10.1016/j.cemconres.2018.02.016.
  31. American Society for Testing and Materials (ASTM). ASTM C136/C136M-25: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. West Conshohocken (PA): ASTM International; 2025. doi:10.1520/C0136_C0136M-25.
  32. American Society for Testing and Materials (ASTM). ASTM C305-20: Standard Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency. West Conshohocken (PA): ASTM International; 2020. doi:10.1520/C0305-20.
  33. American Society for Testing and Materials (ASTM). ASTM C230/C230M-23: Standard Specification for Flow Table for Use in Tests of Hydraulic Cement. West Conshohocken (PA): ASTM International; 2023. doi:10.1520/C0230_C0230M-23.
  34. American Society for Testing and Materials (ASTM). ASTM C511-21: Standard Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes. West Conshohocken (PA): ASTM International; 2021. doi:10.1520/C0511-21.
  35. American Society for Testing and Materials (ASTM). ASTM C109/C109M-26a: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens). West Conshohocken (PA): ASTM International; 2026. doi:10.1520/C0109_C0109M-26A.
  36. International Organization for Standardization (ISO). ISO 14044: Environmental management — Life cycle assessment — Requirements and guidelines. Geneva (CH): ISO; 2006.
  37. Tait, M. W., Cheung, W. M. A comparative cradle-to-gate life cycle assessment of three concrete mix designs. The International Journal of Life Cycle Assessment, 2016; 21: 847–860. doi:10.1007/s11367-016-1045-5.
  38. Imtiaz, L., Kashif-ur-Rehman, S., Alaloul, W. S., Nazir, K., Javed, M. F., Aslam, F., Musarat, M. A. Life cycle impact assessment of recycled aggregate concrete, geopolymer concrete, and recycled aggregate-based geopolymer concrete. Sustainability, 2021; 13: 13515. doi:10.3390/su132413515.
  39. Habert, G., Billard, C., Rossi, P., Chen, C., Roussel, N. Cement production technology improvement compared to factor 4 objectives. Cement and Concrete Research, 2010; 40: 820–826. doi:10.1016/j.cemconres.2009.09.031.
  40. Flower, D. J., Sanjayan, J. G. Green house gas emissions due to concrete manufacture. The International Journal of Life Cycle Assessment, 2007; 12: 282–288. doi:10.1065/lca2007.05.327.
  41. Nazari, A., Toufigh, V. Prediction of ultrasonic pulse velocity and physicochemical properties of rice husk ash concrete exposed to elevated temperatures and post-fire curing. Case Studies in Construction Materials, 2025; 24: e05715. doi:10.1016/j.cscm.2025.e05715.
  42. Alamian, M., Dehestani, M., Mousavi, S. S. Production of green low-carbon mortar containing recycled calcined clay from the tile factory and ground granulated blast furnace slag. Amirkabir Journal of Civil Engineering, 2025; 56: 1407–1430. doi:10.22060/ceej.2024.22864.8059.
  43. Fernando, S., Gunasekara, C., Law, D. W., Nasvi, M., Setunge, S., Dissanayake, R. Life cycle assessment and cost analysis of fly ash–rice husk ash blended alkali-activated concrete. Journal of Environmental Management, 2021; 295: 113140. doi:10.1016/j.jenvman.2021.113140.
  44. Wang, D., Bui, T. T. P., Reinke, B., Upadhyayula, V. K. K., Ágoston, R., Wilkinson, S., Piri, I. S., Karim, S., Das, O. Life cycle assessment of both cement and sand-replaced biochar concrete. Resources, Conservation & Recycling Advances, 2026; 30: 200337. doi:10.1016/j.rcradv.2026.200337.
  45. Shaikh, S. A., Rajpurohit, K., Pandey, A. K., Bagla, H. K. Engineering Portland cement and concrete with agricultural-origin functional additives: Valorization of agro-waste. Next Sustainability, 2025; 6: 100173. doi:10.1016/j.nxsust.2025.100173.
  46. Ramezanianpor, A., Yadak Yaraghi, A., Zolfagharnasab, A., Ramezanianpour, A. M. Investigation of mechanical properties and chloride ions ingress in concretes containing calcined. Amirkabir Journal of Civil Engineering, 2022; 54: 1119–1132. doi:10.22060/ceej.2021.19247.7117.
  47. Dhandapani, Y., Santhanam, M. Assessment of pore structure evolution in the limestone calcined clay cementitious system and its implications for performance. Cement and Concrete Composites, 2017; 84: 36–47. doi:10.1016/j.cemconcomp.2017.08.012.
  48. Mishra, G., Emmanuel, A. C., Bishnoi, S. Influence of temperature on hydration and microstructure properties of limestone-calcined clay blended cement. Materials and Structures, 2019; 52: 91. doi:10.1617/s11527-019-1390-5.
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