ISSN 1000-3665 CN 11-2202/P

    黏粒含量对红黏土力学性质及微观结构的影响

    Effects of Clay Content on the Mechanical Properties and Microstructural Characteristics of Red Clay

    • 摘要: 黏粒含量是影响红黏土工程特性的关键因素,但目前关于黏粒对红黏土强度、变形及渗透特性的影响研究仍不够充分。为探究不同黏粒含量对红黏土力学性质的影响及其内部微观结构的变化规律,本研究以桂林市红黏土为研究对象,通过静水沉降原理从红黏土中提取黏粒制备不同黏粒掺量的红黏土试样,宏观方面进行三轴剪切试验、压缩变形试验、收缩变形试验和变水头渗透试验来分析黏粒对红黏土强度、变形及其渗透性的影响,并通过扫描电镜、氮气吸附和压汞试验,分析黏粒含量对红黏土微观结构的影响。结果表明:随着黏粒含量的增加,红黏土黏聚力显著增强,其增长效应有效抵消了内摩擦角减小带来的不利影响,使抗剪强度提高,同时割线模量和压缩模量增加,而压缩系数、线收缩率、体收缩率及渗透系数均显著降低。黏粒通过填充-胶结耦合机制重构孔隙结构,使土体结构更加紧密,土体的强度增大,抗变形能力和抗渗能力增强。本研究不仅有助于完善红黏土本构关系的理论体系,还可为红黏土地区的工程设计、灾害防治及地基处理提供科学依据。

       

      Abstract: Clay content is a key factor affecting the engineering properties of red clay. However, the effects of clay content on the strength, deformation, and permeability characteristics of red clay remain insufficiently understood. To investigate the influence of varying clay contents on the mechanical properties of red clay and the evolution of its internal microstructure, Guilin red clay was selected as the research object. Clay particles were extracted from red clay based on the principle of sedimentation in still water, and red clay specimens with different clay contents were prepared. Macroscopic tests, including triaxial shear tests, compression deformation tests, shrinkage deformation tests, and variable-head permeability tests, were conducted to evaluate the effects of clay content on the strength, deformation, and permeability characteristics of red clay. Meanwhile, scanning electron microscopy (SEM), nitrogen adsorption tests, and mercury intrusion porosimetry (MIP) were employed to investigate the influence of clay content on the microstructural characteristics of red clay. The results indicate that with increasing clay content, the cohesion of red clay significantly increases. The enhancement of cohesion effectively compensates for the adverse effect caused by the reduction in internal friction angle, resulting in an improvement in shear strength. Meanwhile, the secant modulus and compression modulus increase, whereas the compression coefficient, linear shrinkage ratio, volumetric shrinkage ratio, and permeability coefficient decrease significantly. Clay particles reconstruct the pore structure through a filling-cementation coupling mechanism, leading to a denser soil structure and improving the strength, deformation resistance, and seepage resistance of red clay. This study not only contributes to improving the theoretical framework of constitutive models for red clay but also provides a scientific basis for engineering design, disaster prevention and mitigation, and foundation treatment in red clay regions.

       

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