红壤中无定形氧化铁–高岭石胶结体系的结构和抗剪强度分析
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福建农林大学资源与环境学院

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S152.4

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福建省水利科技项目:KJG21009A和MSK202217;水利部重大科技项目:SKS-2022073


Analysis of the Structure and Shear Strength of the Amorphous Iron Oxide-Kaolinite Cementation System in Red Soil
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Water Conservancy Science and Technology Project of Fujian Province: KJG21009A;The Significant Science And Technology Projects of the Ministry of Water Resources:SKS-2022073;Water Conservancy Science and Technology Project of Fujian Province: MSK202217

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    摘要:

    [目的]红壤中氧化铁形态是影响其力学特性的关键因素,但无定形氧化铁对其抗剪强度的作用机制尚不明晰。[方法]本研究以福建省典型崩岗区土壤中主要黏土矿物为研究对象,通过向高岭土中添加不同浓度无定形氧化铁(1、2、3、10 g·kg?1),并结合X射线衍射(XRD)、扫描电镜(SEM)及直剪试验,分析其对土体微观结构及抗剪强度参数的调控作用。[结果]XRD分析表明无定形氧化铁未与高岭土发生化学反应,主要通过物理包覆作用改变矿物特征。无定形氧化铁浓度对不同粒径胶结体的分布具有显著影响,其对2~250 μm粒径胶结体的形成具有显著调控作用;微观结构参数中,仅颗粒长轴和圆度发生显著变化,3 g·kg?1的样品颗粒长轴缩短了22%;2 g·kg?1的样品圆度降低了25%,其余参数的变异系数均小于15%。添加3 g·kg?1处理在各围压水平下均表现出最高抗剪强度,试样抗剪强度的提升与微观结构的变化密切相关。进一步分析发现3 g·kg?1处理组黏聚力提升最显著,较纯高岭土提高24.82%;而内摩擦角变动幅度小于5.30%。[结论]无定形氧化铁通过胶结包裹作用优化土壤结构,进而增强抗剪性能。本研究结果可为崩岗土体稳定性的演变过程提供理论支撑。

    Abstract:

    [Objective] Iron oxide morphology is a key factor controlling the mechanical behavior of red soils, but the role of amorphous iron oxide in shear strength remains poorly understood.[Methods] We investigated kaolinite, the dominant clay mineral in soils from a typical benggang area of Fujian Province, by adding amorphous iron oxide at different concentrations (1, 2, 3, and 10 g·kg?1). X-ray diffraction (XRD), scanning electron microscopy (SEM), and direct shear tests were used to evaluate its effects on soil microstructure and shear strength.[Results] XRD analysis revealed that amorphous iron oxide did not undergo a chemical reaction with kaolinite but primarily altered the mineral characteristics through physical coating. The concentration of amorphous iron oxide exerted a pronounced effect on the distribution of cemented aggregates across different particle sizes, demonstrating a significant regulatory role in the formation of aggregates within the 2–250 μm range. Among the microstructural parameters, only the particle long-axis and roundness exhibited significant changes: the long-axis decreased by 22% in samples with 3 g·kg?1 treatment, while roundness was reduced by 25% in samples with 2 g·kg?1 treatment. The coefficients of variation for all other parameters remained below 15%. The treatment with 3 g·kg?1 consistently exhibited the highest shear strength across all confining pressure levels. The enhancement in shear strength was closely associated with the observed microstructural alterations. Further analysis indicated that the 3 g·kg?1 treatment resulted in the most substantial improvement in cohesion, which increased by 24.82% compared to pure kaolinite. In contrast, the internal friction angle varied by less than 5.30%.[Conclusion] Amorphous iron oxide enhances soil shear strength by improving structure through cementation and encapsulation. These results provide theoretical support for understanding soil stability in benggang areas.

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  • 收稿日期:2025-07-08
  • 最后修改日期:2025-11-06
  • 录用日期:2025-11-09
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