Zhang Lingling, Liu Ronggui, Jiang Feifei
School of Civil Engineering, Nantong Institute of Technology, Nantong 226000, China.
Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, China.
Materials (Basel). 2024 Oct 13;17(20):5006. doi: 10.3390/ma17205006.
Recycled concrete incorporating additional super-absorbent polymer (SAP) and machine-made stone powder (MSP) was prepared using a two-factor, four-level orthogonal test. To enhance the frost resistance of recycled concrete and improve its mechanical properties, such as compressive and flexural strength, the prepared concrete underwent 200 freeze-thaw cycles. Before freeze-thaw cycles, the amount of SAP has a predominant influence on the mechanical properties of recycled concrete in comparison with MSP. After 200 cycles of freeze-thaw, the influence of MSP became more significant than that of SAP. Typically, the compressive strength and flexural strength exhibited a trend of initially increasing and then decreasing as the contents of SAP and MSP increased. The optimized recycled concrete was identified as S16M6, containing 0.16% SAP and 6% MSP, as demonstrated by the minimal strength loss after freeze-thaw cycles. This study also proposed a linear regression model for predicting the mechanical properties which offered valuable guidance for the engineering application of recycled concrete mixed with SAP under the freeze-thaw cycle environment.
采用二因素四水平正交试验制备了掺入额外高吸水性聚合物(SAP)和机制石粉(MSP)的再生混凝土。为提高再生混凝土的抗冻性并改善其力学性能,如抗压强度和抗弯强度,对制备的混凝土进行了200次冻融循环试验。在冻融循环试验前,与MSP相比,SAP的用量对再生混凝土的力学性能有主要影响。经过200次冻融循环后,MSP的影响比SAP更为显著。通常,随着SAP和MSP含量的增加,抗压强度和抗弯强度呈现出先增加后降低的趋势。冻融循环后强度损失最小的S16M6被确定为优化的再生混凝土,其含有0.16%的SAP和6%的MSP。本研究还提出了一个用于预测力学性能的线性回归模型,为冻融循环环境下掺SAP再生混凝土的工程应用提供了有价值的指导。