LIU Jinghong, FENG Penglong, YANG Jinrong, ZHANG Yan, ZHANG Lingbo, SHANG Wei
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Using solid waste concrete with primary strength of C30 as recycled coarse aggregate, 50% iron tail sand was used to replace natural river sand, and multi-walled carbon nanotubes (CNTs) were selected as nano-reinforced materials to prepare carbon nanotube modified iron tail sand reclaimed aggregate concrete. Through mechanical properties, water absorption, SEM (electron scanning microscope) and other characterization tests, the effects of carbon nanotube content and recycled coarse aggregate replacement rate on concrete properties were investigated. The test results show that CNTs were incorporated directly into the concrete mixing process,resulting in concrete with compressive,flexural,and splitting tensile strengths that exhibited a parabolic trend,initially increasing and then decreasing as they cure over time. When the amount of CNTs added 01%,the flexural strength and compressive strength of recycled concrete containing iron tailings reach the relatively highest values. The splitting tensile strength of recycled concrete containing iron tailings reache the highest value when 0.15% of CNTs added. The SEM test showed that appropriate CNTs could change the micro-interface structure of concrete, accelerate the early hydration process, and reduce the slump degree of concrete mixture. CNTs, as the nucleation site of cement hydration reaction, increased the reaction rate of cement in the hydration process. Combined with mesh filling and bridging, the toughness of the concrete was significantly improved, while the pore distribution optimized to form a higher density matrix.When using carbon nanotubes to enhance recycled coarse aggregates,the content of carbon nanotubes should not exceed 0.20% (mass fraction). Excessive CNTs content would cause the matrix to reunite, forming loose weak areas, which in the deterioration of the performance of the concrete.The prediction formula of compressive strength of solid waste concrete was established, and the feasibility of the formula was verified, which provided different methods for the numerical simulation of carbon nanotube modified solid waste concrete.