Ou Xiaoduo, Chen Shengjin, Jiang Jie, Qin Jinxi, Zhang Lu
College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China.
Guangxi Hualan Geotechnical Engineering Co., Ltd., Nanning 530004, China.
Materials (Basel). 2022 Jan 31;15(3):1123. doi: 10.3390/ma15031123.
In order to reuse red mud and bauxite tailings mud (two typical aluminum industrial wastes) to reduce the occupation of land resources and environmental damage, these two wastes were combined to develop subgrade materials for the first time. With different combinations, the effects of the amounts of red mud, tailings mud, and cementitious materials on the strength of tested subgrade materials were investigated. The mechanism of strength growth was analyzed by a micro-test. The test results showed that the material strength of three combinations met the requirements when the unconfined compression strength (UCS) of all combinations increased with age. The UCS of the ABC combination (the mass ratio of red mud and tailings mud was 2:1, the mass ratio of cement and quicklime was 1:1, and the mass ratio of waste and cementitious materials was 1:0.2) was the best, with the UCS being 3.03 MPa in 7 days. Microscopic imaging showed that specimens with high red mud contents had compact structures without cracks. The strength of these materials is mainly due to hydration reactions and pozzolanic reactions; the cementitious products generated by the reactions solidify Na and inhibit the release of OH, while the addition of tailings mud can reduce the content of NaO in the material, which makes the environmental compatibility of the ABC combination the best (the mass ratio of red mud and tailings mud was 1:2, the mass ratio of cement and quicklime was 1:1, and the mass ratio of waste and cementitious materials was 1:0.2). Its pH value was 8.75. This experiment verifies the feasibility of the combined application of red mud and tailings mud in subgrade materials. To this end, a feasible scheme for the simultaneous consumption of these two kinds of aluminum industrial wastes has been proposed.
为了再利用赤泥和铝土矿尾矿泥(两种典型的铝工业废弃物)以减少土地资源占用和环境破坏,首次将这两种废弃物结合开发路基材料。通过不同的组合方式,研究了赤泥、尾矿泥和胶凝材料用量对试验路基材料强度的影响。通过微观试验分析了强度增长机理。试验结果表明,当所有组合的无侧限抗压强度(UCS)随龄期增加时,三种组合的材料强度均满足要求。ABC组合(赤泥与尾矿泥质量比为2:1,水泥与生石灰质量比为1:1,废弃物与胶凝材料质量比为1:0.2)的UCS最佳,7天时UCS为3.03MPa。微观成像显示,赤泥含量高的试样结构致密无裂缝。这些材料的强度主要归因于水化反应和火山灰反应;反应生成的胶凝产物固化Na并抑制OH的释放,而添加尾矿泥可降低材料中NaO的含量,这使得ABC组合(赤泥与尾矿泥质量比为1:2,水泥与生石灰质量比为1:1,废弃物与胶凝材料质量比为1:0.2)的环境相容性最佳。其pH值为8.75。本试验验证了赤泥和尾矿泥在路基材料中联合应用的可行性。为此,提出了同时消纳这两种铝工业废弃物的可行方案。