Shilar Fatheali A, Ganachari Sharanabasava V, Patil Veerabhadragouda B, Khan T M Yunus, Javed Syed, Baig Rahmath Ulla
Department of Civil Engineering, Jain College of Engineering, Belagavi 590014, India.
Department of Chemistry, School of Advanced Science, KLE Technological University, Hubballi 580031, India.
Polymers (Basel). 2022 Jun 16;14(12):2434. doi: 10.3390/polym14122434.
This study investigates the effects of red mud on the performance of geopolymer concrete in regard to fresh and mechanical properties. Red mud was used as a binder, and GGBS replaced the binder. Different proportions of red mud ranging from 0 to 30% with an interval of 2% and activator agents such as KOH and KSiO for various alkaline-to-binder ratios such as 0.30, 0.40, and 0.50 were used; their effect on the fresh and mechanical properties of geopolymer concrete were the focusing parameter on the current study. Fresh properties such as setting time, slump, compaction factor, and vee-bee consistometer test, and mechanical properties such as compressive strength, split tensile strength, flexural strength, modulus of elasticity, and impact energy were studied. ANOVA and radar plot analysis were studied for various alkaline to binder (A/B) compressive strength results tested for 7 to 90 days. The increase of red mud quantity caused the decline of workability, but there was continuous enhancement of mechanical properties of GPC up to a specific limit. An alkaline-to-binder ratio of 0.4 shows excellent results compared with other ratios at ambient conditions for strength properties. ANOVA and radar plot reveal that A/B of 0.40 for 90 days shows excellent results compared with other ratios, and CS values vary in a linear manner.
本研究调查了赤泥对地质聚合物混凝土新拌性能和力学性能的影响。使用赤泥作为胶凝材料,并用粒化高炉矿渣替代胶凝材料。使用了不同比例(从0到30%,间隔为2%)的赤泥以及诸如KOH和KSiO等活化剂,用于不同的碱胶比,如0.30、0.40和0.50;它们对地质聚合物混凝土新拌性能和力学性能的影响是当前研究的重点参数。研究了诸如凝结时间、坍落度、压实系数和维勃稠度试验等新拌性能,以及诸如抗压强度、劈裂抗拉强度、抗折强度、弹性模量和冲击能量等力学性能。对7至90天测试的各种碱胶比(A/B)的抗压强度结果进行了方差分析(ANOVA)和雷达图分析。赤泥用量的增加导致工作性下降,但地质聚合物混凝土的力学性能在达到特定极限之前持续增强。在环境条件下,碱胶比为0.4时,与其他比例相比,强度性能表现优异。方差分析和雷达图显示,90天时碱胶比为0.40与其他比例相比结果优异,且抗压强度值呈线性变化。