压性断层破碎带细粒含量及其矿物特征对渗流特性演化的影响机制

    Mechanism of Influence of Fine-Grained Content and Mineral Characteristics in Compressive Fault Fracture Zone on Evolution of Seepage Characteristics

    • 摘要: 坝基坝肩压性断层破碎带渗流特性演化受细粒含量及其矿物特征影响,是库坝工程渗流灾变防控的关键。本文以玉龙喀什水利枢纽右岸 f2 压性断层为对象,基于细粒(<0.075mm的细颗粒)含量及其矿物组构(高岭石、绿泥石、二者混合)制备断层重塑试样(细粒全为高岭石试样、细粒全为绿泥石试样、细粒为二者混合试样),通过侧限渗透试验揭示压性断层试样渗流特性演化的影响机制。试验结果表明:1)细粒含量增加使试样呈现 “欠充填、充分充填、过充填” 三种状态,充填状态转变通过孔隙重构主导试样渗流行为非线性演化过程;2)细粒的矿物特征影响试样的启动压力梯度。高岭石易迁移致堵而绿泥石结构稳定,使得高岭石组构试样的启动梯度显著高于绿泥石组构试样,然而,二者混合组构试样经电性中和与异质絮凝形成多孔簇团结构,导致启动压力梯度显著降低;3)细粒的矿物组构致使试样的渗流特性演化差异明显。绿泥石组构试样在渗透变形过程中其渗透系数渐进增大无突变,而高岭石组构试样存在突变。本研究阐明了压性断层破碎带细粒含量及其矿物特征对渗流特性演化的影响机制,可为水利水电工程渗流灾害防控提供理论参考。

       

      Abstract: The evolution of seepage characteristics in compressive fault fracture zones at dam foundations and abutments is influenced by fine-grained content and its mineral characteristics, which is crucial for the prevention and control of seepage disasters in reservoir and dam projects. Taking the F2 compressive fault on the right bank of the Yulong Kashi Water Control Project as the research object, this study prepared remolded fault specimens based on fine-grained content (fine particles with a particle size < 0.075 mm) and its mineral fabric (kaolinite, chlorite, and their mixture). The specimens included three types: those with fine grains entirely composed of kaolinite, those with fine grains entirely composed of chlorite, and those with fine grains as a mixture of the two. Confined seepage tests were conducted to reveal the influence mechanism of the evolution of seepage characteristics of the compressive fault specimens. The test results show that: 1) With the increase of fine-grained content, the specimens exhibit three states: "under-filled", "fully filled", and "over-filled". The transition of filling states dominates the nonlinear evolution process of the specimens' seepage behavior through pore reconstruction; 2) The mineral characteristics of fine grains affect the threshold pressure gradient of the specimens. Kaolinite is prone to migration and clogging, while chlorite has a stable structure, resulting in a significantly higher threshold gradient of specimens with kaolinite fabric than those with chlorite fabric. However, the specimens with mixed fabric form a porous agglomerate structure through electrical neutralization and heterogeneous flocculation, leading to a significant reduction in the threshold pressure gradient; 3) The mineral fabric of fine grains leads to obvious differences in the evolution of seepage characteristics of the specimens. The permeability coefficient of specimens with chlorite fabric gradually increases without abrupt changes during the seepage deformation process, while specimens with kaolinite fabric exhibit abrupt changes. This study clarifies the influence mechanism of fine-grained content and its mineral characteristics in compressive fault fracture zones on the evolution of seepage characteristics, and provides a theoretical reference for the prevention and control of seepage disasters in water conservancy and hydropower projects.

       

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