Li Lihua, Li Shuangqin, Li Wentao, Xiao Henglin, Xu Ke, Yang Junchao
Key Laboratory of Health Intelligent Perception and Ecological Restoration of River and Lake, Ministry of Education, School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, China.
Key Laboratory of Health Intelligent Perception and Ecological Restoration of River and Lake, Ministry of Education, School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, China.
Sci Total Environ. 2025 Jan 1;958:178099. doi: 10.1016/j.scitotenv.2024.178099. Epub 2024 Dec 18.
Rice husk ash is an industrial waste produced by biomass power plant to generate electricity, which contains a lot of silica. The accumulation of rice husk ash not only consumes land resources, but also causes environmental pollution. It is an urgent problem to explore the resource utilization of rice husk ash. In order to reuse rice husk ash, this study focuses on the application of polypropylene fiber and alkaline activated rice husk ash to slope reinforcement. Polypropylene fiber has the advantages of good toughness and corrosion resistance. Reinforced soil can effectively improve soil toughness and mechanical properties of soil engineering. NaOH solution was selected as the alkaline activator, and rice husk ash and polypropylene fiber were used to stabilize and strengthen the clay, which was consistent with the principles of sustainable development and circular economy. Through unconfined compressive strength test, the effects of ash content, polypropylene fiber content, NaOH concentration and curing age of rice husk on soil strength characteristics were studied. In addition, the mechanical properties and curing reinforcement mechanism of alkali-activated rice husk ash fiber-reinforced soil were studied by using dry-wet cycle test, rainfall erosion model test and microstructure analysis. The results show that the curing effect is best when 5 % rice husk ash is used, and the unconfined compressive strength of rice husk ash reinforced soil is the highest when the fiber content is 0.7 %. NaOH solution improve soil strength, with maximum strength observed at a concentration of 0.6 mol/L. The resistance to dry-wet damage of rice husk ash fiber reinforced soil is better than that of unreinforced soil, but the strength loss after dry-wet cycle by alkali activation is greater. In addition, the surface erosion of fibrous soil slope is the smallest, and the erosion amount is much lower than that of unreinforced soil. Fiber can effectively improve the erosion resistance and slip resistance of slope. The microscopic test analysis confirms the strength test results, and the addition of 5 % rice husk ash will produce more hydration products, reduce soil porosity and improve soil strength. NaOH can effectively stimulate the active ingredients in soil particles, and the hydration products produced by the reaction can effectively fill the soil pores and significantly enhance the soil strength. The staggered network structure of polypropylene fibers improves the integrity of the soil, providing significant reinforcement.
稻壳灰是生物质发电厂发电产生的工业废料,含有大量二氧化硅。稻壳灰的堆积不仅消耗土地资源,还会造成环境污染。探索稻壳灰的资源利用是一个亟待解决的问题。为了再利用稻壳灰,本研究重点关注聚丙烯纤维和碱激发稻壳灰在边坡加固中的应用。聚丙烯纤维具有韧性好、耐腐蚀的优点。加筋土能有效提高土体韧性和土工力学性能。选用氢氧化钠溶液作为碱激发剂,利用稻壳灰和聚丙烯纤维对黏土进行稳定和加固,符合可持续发展和循环经济原则。通过无侧限抗压强度试验,研究了稻壳灰含量、聚丙烯纤维含量、氢氧化钠浓度和养护龄期对土体强度特性的影响。此外,通过干湿循环试验、降雨侵蚀模型试验和微观结构分析,研究了碱激发稻壳灰纤维加筋土的力学性能和固化增强机理。结果表明,当稻壳灰用量为5%时固化效果最佳,纤维含量为0.7%时稻壳灰加筋土的无侧限抗压强度最高。氢氧化钠溶液能提高土体强度,在浓度为0.6mol/L时强度最高。稻壳灰纤维加筋土的抗干湿损伤能力优于未加筋土,但碱激发后干湿循环后的强度损失更大。此外,纤维土边坡的表面侵蚀最小,侵蚀量远低于未加筋土。纤维能有效提高边坡的抗侵蚀和抗滑能力。微观试验分析证实了强度试验结果,添加5%的稻壳灰会产生更多的水化产物,降低土体孔隙率,提高土体强度。氢氧化钠能有效激发土颗粒中的活性成分,反应产生的水化产物能有效填充土体孔隙,显著提高土体强度。聚丙烯纤维的交错网络结构提高了土体的整体性,提供了显著的加固效果。