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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (12): 4633-4645.DOI: 10.16552/j.cnki.issn1001-1625.2025.0617

• 道路材料 • 上一篇    下一篇

改性赤泥路基工程特性及其环境影响评价研究

罗婷倚1,2, 李睿杰1, 韦才超2, 王超毅1, 罗柳芬2   

  1. 1.重庆交通大学土木工程学院,重庆 400074;
    2.广西北投公路建设投资集团有限公司, 南宁 530025
  • 收稿日期:2025-06-24 修订日期:2025-08-21 出版日期:2025-12-15 发布日期:2025-12-30
  • 作者简介:罗婷倚(1985—),女,高级工程师。主要从事公路工程的研究。E-mail:luoty0116@163.com
  • 基金资助:
    广西重点研发计划(桂科AB23026080)

Engineering Characteristics and Environmental Impact Assessment of Modified Red Mud in Subgrade

LUO Tingyi1,2, LI Ruijie1, WEI Caichao2, WANG Chaoyi1, LUO Liufen2   

  1. 1. College of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
    2. Guangxi Beitou Highway Construction Investment Group Co., Ltd., Nanning 530025, China
  • Received:2025-06-24 Revised:2025-08-21 Published:2025-12-15 Online:2025-12-30

摘要: 赤泥作为氧化铝工业的固体废弃物,内含的碱性氧化物具有潜在活性,经改性后可作为建筑材料。本文引入石灰、矿渣、脱硫石膏等材料改性赤泥,研究其在公路路基填料中的应用,设计单掺和双掺试验方案,开展击实试验确定不同配合比下赤泥最大干密度和最佳含水率,根据加州承载比(CBR)、回弹模量和无侧限抗压强度等力学性能指标优选最优配合比,并对其环境影响进行评价。结果表明:改性材料的掺入提升了纯赤泥的力学性能;当同时掺入总质量分数为10 %的石灰与矿渣(双掺,质量比1∶1)时,改性赤泥路基材料CBR强度、回弹模量和无侧限抗压强度提升最明显,最大值分别为306.22%、123.58 MPa、3.02 MPa;与同掺量下单掺改性材料相比,双掺组的CBR强度提高129%,回弹模量提高28%,无侧限抗压强度提高148%。改性赤泥路基材料经固化后特征污染物Cd、V、Se、As、氟化物在长期迁移过程中释放速率趋于稳定且浓度值均低于地下水Ⅰ类标准限值。

关键词: 路基, 赤泥, 特征浸出污染物, 改性, 工程特性, 环境评价

Abstract: Red mud, a solid waste from alumina industry, contains alkaline oxides with potential activity, which can be used as building materials after modification. In this paper, lime, slag, desulfurization gypsum and other materials were introduced to modify red mud, and its application in highway subgrade filling was studied. The single-doped and double-doped test schemes were designed. The maximum dry density and optimum moisture content of red mud under different mix ratios were determined by conducting compaction test. According to California Bearing Ratio (CBR), rebound modulus and unconfined compressive strength, the optimal mix ratio was selected, and its environmental impact was evaluated. The results show that the incorporation of modified materials improves the mechanical properties of pure red mud. When the total mass fraction of slag and lime is 10% (double-doped with a mass ratio of 1∶1), the CBR strength, rebound modulus and unconfined compressive strength of the modified red mud subgrade material are the most obvious, and the maximum values are 306.22%, 123.58 MPa and 3.02 MPa, respectively. Compared to single-doped modified material at the same content, the CBR strength of the double-doped group increases by 129%, the rebound modulus increases by 28%, and the unconfined compressive strength increases by 148%. The release rates of the characteristic pollutants Cd, V, Se, As and fluoride in the long-term migration process of the modified red mud subgrade material tend to be stable and the concentration values are lower than class Ⅰ standard limit of groundwater.

Key words: subgrade, red mud, characteristic leaching pollutant, modification, engineering characteristic, environmental assessment

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