综合利用炉渣、粉煤灰和聚丙烯酰胺进行可持续盐碱地改良:双赢战略

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL Bulletin of Engineering Geology and the Environment Pub Date : 2024-10-24 DOI:10.1007/s10064-024-03938-w
Yang Zhao, Zheng Lu, Rong Zhang, Jie Liu, Changtao Hu, Abdollah Tabaroei, Jian Li, Tingzhou Yan, Hailin Yao
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引用次数: 0

摘要

由于土壤中的盐分会使土壤结构恶化、强度降低、盐分膨胀,盐碱土一直被作为废弃材料处理。特别是在发展中国家的大规模城市化进程中,如何利用废弃盐碱土实现资源化利用,降低建筑成本,进一步减少碳排放,是摆在研究人员面前的最大难题。因此,在此研究背景下,以中国新疆乌鲁木齐的一个高速公路项目为基础,采用一种由矿渣、粉煤灰和聚丙烯酰胺组成的新型固体废弃物添加剂(简称 SFP),研究其对盐碱土改良和加固机制的影响。调查包括实验室实验和扫描电子显微镜(SEM)分析,具体指标包括阿特伯极限、盐膨胀、不密实抗压强度(UCS)、抗冻融循环能力和水稳定性。结果表明,SFP 添加剂可以提高稳定土的塑性指数。从盐膨胀和 UCS 的角度来看,最佳的 SFP 含量被确定为 15%,与未稳定的盐碱土相比,盐膨胀率小于 1%,强度提高了约三倍。此外,SFP 添加剂还提高了土壤的抗冻融循环能力,增强了水稳定性。扫描电子显微镜分析表明,无机化合物与土壤中的离子发生了化学反应,生成了大量水合产物。当与聚丙烯酰胺结合使用时,协同效应大大改善了盐碱土的岩土特性。
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Combined utilization of slag, fly ash, and polyacrylamide for sustainable saline soil improvement: a win-win strategy

Saline soils are always treated as waste materials due to the salt in the soil deteriorating the soil structure, decreasing the strength, and causing salt expansion. Especially for large-scale urbanization in developing countries, how to use the waste saline soils to realize resource utilization, decrease construction costs, and further reduce carbon emissions are the biggest problems for the researchers. Hence, in this research context, a novel solid waste additive composed of slag, fly ash, and polyacrylamide, referred to as SFP, was adopted to investigate its impact on saline soil’s improvement and reinforced mechanisms based on a highway project in Urumqi, Xinjiang, China. The investigation involved laboratory experiments and Scanning Electron Microscope (SEM) analysis, specific indicators presenting the Atterberg limits, salt expansion, Unconfined Compressive Strength (UCS), resistance to freeze-thaw (FT) cycles, and water stability. The results demonstrate that the SFP additive can increase the plasticity index of the stabilized soil. From the perspective of salt expansion and UCS, the optimal SFP content is determined to be 15%, resulting in a salt expansion rate of less than 1% and approximately a threefold increase in strength compared to unstabilized saline soil. Also, the SFP additive improved the soil’s resistance to freeze-thaw cycles and enhanced water stability. SEM analysis revealed that inorganic compounds underwent chemical reactions with ions in the soil, generating a substantial amount of hydration products. When combined with the polyacrylamide, a synergistic effect substantially improved the geotechnical properties of saline soil.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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