湖南福寿山蚀变花岗岩的工程地质特征及其蚀变程度评价

    ENGINEERING GEOLOGICAL CHARACTERISTICS AND ALTERATION DEGREE EVALUATION OF ALTERED GRANITE IN FUSHOU MOUNTAIN, HUNAN PROVINCE

    • 摘要: 花岗岩因良好的物理力学性质,在水利工程中多被选作坝基,但热液蚀变作用可引起深部花岗岩岩体矿物组成、结构构造、化学成分和物理力学性质发生显著变化。因此,研究深部花岗岩体的热液蚀变特征对水利工程具有重要意义。湖南福寿山作为平江抽水蓄能电站库区,库区范围广泛出露晚中生代花岗岩,主要岩石类型为二长花岗岩。工程勘察表明,该花岗岩岩体内部发生了不同程度的黏土化和绿泥石化蚀变,且蚀变程度具有明显的分带性。本论文通过研究不同蚀变程度花岗岩的矿物组成、地球化学成分和力学指标,查明福寿山花岗岩黑云母发生了强烈的绿泥石化;长石蚀变为黏土矿物,含量最高可达30% ~40%,以高岭石和蒙脱石为主。随距离硐口深度的增加,花岗岩风化强度逐渐减弱。深部岩石蚀变主要受结构面控制,在结构面两侧形成一定宽度的蚀变带。强风化花岗岩力学参数显著劣化;随着硐深增加,岩石的力学性质随风化程度降低整体呈现增强趋势,但在结构面两侧的热液蚀变带中明显降低;硅化作用可增强岩石点荷载强度,但会导致岩石纵波波速及回弹值降低。结合研究区蚀变岩体的宏观特征及镜下矿物特征等定性内容和权重分析法计算得到的岩体蚀变程度定量评价指标,本文建立了花岗岩岩体蚀变程度的分类标准。本文提供的蚀变程度影响福寿山花岗岩岩体质量的评价方法,可以为抽水蓄能电站工程施工和决策提供科学依据。

       

      Abstract: Granite is often selected as a foundation for dams due to its good physical and mechanical properties. However, hydrothermal alteration induces significant changes in the mineral composition, structure, texture, chemical constituents, and physico-mechanical properties of deep-seated rocks. Therefore, the study of hydrothermal alteration characteristics in deep-seated granite holds paramount significance for hydraulic engineering constructions. The case of the Pingjiang Pumped Storage Power Station reservoir area in Hunan Fushou Mountain exhibits widespread exposure of Late Mesozoic granite. The main rock type is monzogranite. Surveys have indicated varying degrees of argillization and chloritization within the granite, showing evident zonation of alteration intensity. In this research, an investigation is undertaken into the mineralogical composition, geochemical constituents, and mechanical indicators of granite rocks manifesting diverse degrees of hydrothermal alteration. The study reveals intense chloritization of biotite in Fushou Mountain granite and feldspar altering into clay minerals, with the highest content reaching 30% to 40%, primarily consisting of kaolinite and montmorillonite. As the depth from the adit entrance increases, there is a discernible trend of diminishing weathering intensity in the granite. Moreover, the process of deep-seated rock alteration is primarily governed by the presence of structural planes, which subsequently gives rise to the development of alteration zones with a defined width on either side of these planes. The mechanical properties of highly weathered granite deteriorate significantly. With an increase in the depth of the adit, the mechanical properties of the rock exhibit a strengthening trend with reduced weathering intensity. However, noticeable reductions occur within the hydrothermal alteration zones. Silicification enhances the point load strength of rocks while simultaneously causing a considerable decrease in longitudinal wave velocity and rebound value. Field observation, scanning electron microscopy, and quantitative indices calculated by weight analysis were used to evaluate the alteration classification. The method used to evaluate the effect of alteration degree on Fushou Mountain granite provides a scientific basis for the construction of a pumped storage power plant.

       

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