Ảnh hưởng của hàm lượng tro bay cao đến các tính chất cơ lý của hồ xi măng
##plugins.themes.academic_pro.article.main##
Author
-
Lê Thành PhiêuTrường Đại học Cần ThơHồ Sĩ LànhTrường Đại học Công nghệ Giao thông Vận tảiHuỳnh Trần Thiện ThanhTrường Đại học Cần ThơHuỳnh Thị Mỹ DungTrường Đại học Trà VinhĐoàn Công ChánhTrường Đại học Trà VinhHuỳnh Trọng PhướcĐại học Cần Thơ
Từ khóa:
Tóm tắt
Việc nghiên cứu tái sử dụng phụ phẩm công nghiệp để sản xuất vật liệu xây dựng thân thiện với môi trường rất được quan tâm bởi nhiều nhà nghiên cứu trên thế giới. Nghiên cứu đánh giá các ảnh hưởng của hàm lượng tro bay (FA) dùng như một phụ gia khoáng thay thế xi măng đến các tính chất kỹ thuật của hồ xi măng. FA được sử dụng thay thế xi măng poóc lăng từ 0 – 80% theo khối lượng. Kết quả cho thấy, tăng hàm lượng FA làm cho hỗn hợp có khả năng chảy tốt hơn nhưng thời gian đông kết lâu hơn. Tuy nhiên, các mẫu chứa nhiều FA hơn có cường độ chịu nén thấp hơn và độ hút nước cao hơn. Việc thêm FA làm giảm đáng kể độ co khô của hồ xi măng. Ở 28 ngày, các mẫu chứa 80% FA có giá trị cường độ chịu nén, độ hút nước và độ thay đổi chiều dài bằng khoảng 45,2%, 136,8% và 55,7% so với các giá trị tương ứng của mẫu không có FA. Do đó, tùy vào mục đích ứng dụng cụ thể mà chọn hàm lượng FA hợp lý.
Tài liệu tham khảo
-
[1] Shen, P., H. Zheng, J. Lu, and C.S. Poon, "Utilization of municipal solid waste incineration bottom ash (IBA) aggregates in high-strength pervious concrete", Resources, Conservation & Recycling, 174, 2021, 105736.
[2] Liu, B., J. Qin, J. Shi, J. Jiang, X. Wu, and Z. He, "New perspectives on utilization of CO2 sequestration technologies in cement-based materials", Construction and Building Materials, 272, 2021, 121660.
[3] Miller, S.A., P.R. Cunningham, and J.T. Harvey, Rice-based ash in concrete: A review of past work and potential environmental sustainability", Resources, Conservation & Recycling, 146, 2019, 416–430.
[4] Olivier, J.G.J. and J.A.H.W. Peters, Trends in global CO2 and total greenhouse gas emissions, PBL Netherlands Environmental Assessment Agency, The Hague, 2020.
[5] Nguyen, M.H., T.-P. Huynh, and C.-L. Hwang, "Incorporating industrial by-products into cement-free binders: Effects on water absorption, porosity, and chloride penetration", Construction and Building Materials, 304, 2021, 124675.
[6] Nie, Y., J. Shi, Z. He, B. Zhang, Y. Peng, and J. Lu, "Evaluation of high-volume fly ash (HVFA) concrete modified by metakaolin: Technical, economic and environmental analysis", Powder Technology, 397, 2022, 117121.
[7] Ahmaruzzaman, M., "A review on the utilization of fly ash", Progress in Energy and Combustion Science, 36, 2010, 327–363.
[8] Ibrahim, K.I.M., "Recycled waste glass powder as a partial replacement of cement in concrete containing silica fume and fly ash", Case Studies in Construction Materials, 15, 2021, e00630.
[9] Onaizi, A.M., N.H.A.S. Lim, G.F. Huseien, M. Amran, and C.K. Ma, "Effect of the addition of nano glass powder on the compressive strength of high volume fly ash modified concrete", Materials Today: Proceedings, 48, 2022, 1789–1795.
[10] Environment, U.N., K.L. Scrivener, V.M. John, and E.M. Gartner, "Eco-efficient cements: Potential economically viable solutions for a low-CO2 cement-based materials industry", Cement and Concrete Research, 114, 2018, 2–26.
[11] Loan, T.T.H., V.N. Ba, and B.N. Thien, "Natural radioactivity level in fly ash samples and radiological hazard at the landfill area of the coal-fired power plant complex, Vietnam", Nuclear Engineering and Technology, 54, 2021, 1431–1438.
[12] Pham, N.Q. and K.A. Le, "Coal fly ash in Vietnam and its application as a lightweight material", Chemical Engineering Transactions, 83, 2021, 31–36.
[13] Do, N.H., T.M. Le, H.Q. Tran, N.Q. Pham, K.A. Le, P.T.T. Nguyen, H.M. Duong, T.A. Le, and P.K. Le, "Green recycling of fly ash into heat and sound insulation composite aerogels reinforced by recycled polyethylene terephthalate fibers", Journal of Cleaner Production, 322, 2021, 129138.
[14] Huang, C.-H., S.-K. Lin, C.-S. Chang, and H.-J. Chen, "Mix proportions and mechanical properties of concrete containing very high-volume of Class F fly ash", Construction and Building Materials, 46, 2013, 71–78.
[15] Yoon, S., P.J. Monteiro, D.E. Macphee, F.P. Glasser, and M.S.E. Imbabi, "Statistical evaluation of the mechanical properties of high-volume class F fly ash concretes", Construction and Building Materials, 54, 2014, 432–442.
[16] Zeng, Q., K. Li, T. Fen-chong, and P. Dangla, "Determination of cement hydration and pozzolanic reaction extents for fly-ash cement pastes", Construction and Building Materials, 27, 2012, 560–569.
[17] Nath, P. and P. Sarker, "Effect of fly ash on the durability properties of high strength concrete", Procedia Engineering, 14, 2011, 1149–1156.
[18] Poon, C.S., L. Lam, and Y.L. Wong, "A study on high strength concrete prepared with large volumes of low calcium fly ash", Cement and Concrete Research, 30, 2000, 447–455.
[19] Park, B. and Y.C. Choi, "Effects of fineness and chemical activators on the hydration and physical properties of high-volume fly-ash cement pastes", Journal of Building Engineering, 2022; 51: 104274.
[20] Tan, H., C. Du, X. He, M. Li, M. Zhang, Z. Zheng, Su, J. Yang, X. Deng, and Y. Wang, "Enhancement of compressive strength of high-volume fly ash cement paste by wet grinded cement: Towards low carbon cementitious materials", Construction and Building Materials, 323, 2022, 126458.
[21] ASTM International, ASTM C230/C230M-20 Standard specification for flow table use in tests of hydraulic cement, West Conshohocken, PA, 2020.
[22] ASTM International, ASTM C191-21 Standard test methods for time of setting of hydraulic cement by Vicat needle, West Conshohocken, PA, 2021.
[23] ASTM International, ASTM C1403-15 Standard test method for rate of water absorption of masonry mortars, West Conshohocken, PA, 2015.
[24] ASTM International, ASTM C109/C109M-20 Standard test method for compressive strength of hydraulic cement mortars (Using 2-in. or [50-mm] cube specimens), West Conshohocken, PA, 2020.
[25] ASTM International, ASTM C596-18 Standard test method for drying shrinkage of mortar containing hydraulic cement, West Conshohocken, PA, 2018.
[26] Moghaddam, F., Sirivivatnanon, V., and K. Vessalas, "The effect of fly ash fineness on heat of hydration, microstructure, flow and compressive strength of blended cement pastes", Case Studies in Construction Materials, 10, 2019, e00218.
[27] Ferraris, C.F., K.H. Obla, and R. Hill, "The influence of mineral admixtures on the rheology of cement paste and concrete", Cement and Concrete Research, 31, 2001, 245–255.
[28] Li, Y., S. Zhou, J. Yin, and Y. Gao, "The effect of fly ash on the fluidity of cement paste, mortar, and concrete", Proceedings of the International Workshop on Sustainable Development and Concrete Technology, 25, 2004, 339–345.
[29] Juenger, M.C.G. and R. Siddique, "Recent advances in understanding the role of supplementary cementitious materials in concrete", Cement and Concrete Research, 78, 2015, 71–80.
[30] Chindaprasirt, P., P. de Silva, K. Sagoe-Crentsil, and S. Hanjitsuwan, "Effect of SiO2 and Al2O3 on the setting and hardening of high calcium fly ash-based geopolymer systems", Journal of Materials Science, 47, 2012, 4876–4883.
[31] Joseph, G. and K. Ramamurthy, "Workability and strength behaviour of concrete with cold-bonded fly ash aggregate", Materials and Structures, 42, 2009, 151–160.
[32] Joseph, G. and K. Ramamurthy, "Influence of fly ash on strength and sorption characteristics of cold-bonded fly ash aggregate concrete", Construction and Building Materials, 23, 2009, 1862–1870.
[33] Huang, Q., X. Zhu, D. Liu, L. Zhao, and M. Zhao, "Modification of water absorption and pore structure of high-volume fly ash cement pastes by incorporating nanosilica", Journal of Building Engineering, 33, 2021,
[34] Yang, J., H. Hu, X. He, Y. Su, Y. Wang, H. Tan, and H. Pan, "Effect of steam curing on compressive strength and microstructure of high volume ultrafine fly ash cement mortar", Construction and Building Materials, 266, 2021, 120894.
[35] Joseph, S., R. Snellings, and Ö. Cizer, "Activation of Portland cement blended with high volume of fly ash using Na2SO4", Cement and Concrete Composites, 104, 2019, 103417.
[36] Chindaprasirt, P., W. Kroehong, N. Damrongwiriyanupap, W. Suriyo, and C. Jaturapitakkul, "Mechanical properties, chloride resistance and microstructure of Portland fly ash cement concrete containing high volume bagasse ash", Journal of Building Engineering, 31, 2020, 101415.
[37] Lam, L., Y.L. Wong, and C.S. Poon, "Degree of hydration and gel/space ratio of high-volume fly ash/cement systems", Cement and Concrete Research, 30, 2000, 747–756.
[38] Atiş, C.D., "High-volume fly ash concrete with high strength and low drying shrinkage", Journal of Materials in Civil Engineering, 15, 2003, 153–156.
[39] Atiş, C.D., "Accelerated carbonation and testing of concrete made with fly ash", Construction and Building Materials, 17, 2003, 147–152.
[40] Lee, C.Y., H.K. Lee, and K.M. Lee, "Strength and microstructural characteristics of chemically activated fly ash–cement systems", Cement and Concrete Research, 33, 2003, 425–431.