张锐, 郭义, 肖涉恒, 刘洋, 李晓昭. 2019: 断裂破碎带核部渗透特性试验的微观研究. 工程地质学报, 27(s1): 497-504. DOI: 10.13544/j.cnki.jeg.2019029
    引用本文: 张锐, 郭义, 肖涉恒, 刘洋, 李晓昭. 2019: 断裂破碎带核部渗透特性试验的微观研究. 工程地质学报, 27(s1): 497-504. DOI: 10.13544/j.cnki.jeg.2019029
    ZHANG Rui, GUO Yi, XIAO Sheheng, LIU Yang, LI Xiaozhao. 2019: MICROSCOPIC STUDY ON PERMEABILITY TEST OF CORE IN FRACTURE ZONE. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 497-504. DOI: 10.13544/j.cnki.jeg.2019029
    Citation: ZHANG Rui, GUO Yi, XIAO Sheheng, LIU Yang, LI Xiaozhao. 2019: MICROSCOPIC STUDY ON PERMEABILITY TEST OF CORE IN FRACTURE ZONE. JOURNAL OF ENGINEERING GEOLOGY, 27(s1): 497-504. DOI: 10.13544/j.cnki.jeg.2019029

    断裂破碎带核部渗透特性试验的微观研究

    MICROSCOPIC STUDY ON PERMEABILITY TEST OF CORE IN FRACTURE ZONE

    • 摘要: 通常将断裂带分为断层核、破碎带以及围岩三元结构,断裂破碎带作为大区域范围内的导水构造,是诱发重要地质作用的关键因素。断裂破碎带又分为碎裂岩、断层角砾岩、碎粉岩,由于碎粉岩的渗透系数极低,控制着整个断裂带的导水特性,是断裂带控水结构中很重要的一部分。以甘肃典型导水夹泥构造为研究背景,本文通过多组渗透反压实验对断裂破碎带不同构造单元的渗透系数做出定量判别,研究结果表明距离断裂带核部越远,渗透系数越大,其渗透系数的变化规律从碎粉结构(10-9m ·s-1),角砾结构(10-5~10-7m ·s-1)到碎裂结构(10-4~10-6m ·s-1)逐渐变大,延伸至完整基岩(<10-9m ·s-1)渗透系数又逐渐变小。低渗透性作为碎粉岩的一大特性,对其内在组构(粒度、孔隙结构、裂隙结构、矿物成分等)进行表征,从微观方面多维度诠释碎粉岩低渗透性的作用机制。该研究对于断裂带核部导水特性以及工程涌突水防治具有指导意义。

       

      Abstract: The fault zone is usually divided into fault core, broken zone and ternary structure of surrounding rock. As a water diversion structure in a large area, fault fracture zone is the key factor to induce important geological processes. The fracture zone is divided into broken rock, fault breccia and crushed powdery rock. Because the permeability coefficient of broken silt is very low, it controls the water conductivity of the whole fault zone and is a very important part of the water control structure of fault zone. Based on the typical water diversion mud structure in Gansu Province, the permeability coefficients of different structural units in the fracture zone are quantitatively distinguished by several groups of osmotic reverse pressure experiments. The results show that the farther away from the core of the fault zone, the larger the permeability coefficient is, and the variation law of the permeability coefficient is from the broken powder structure(10~9 m·s-1). The permeability coefficient from breccia structure(10-5~10-7 m·s-1)to fragmentation structure(10-4~10-6 m·s-1)increases gradually, and extends to complete bedrock(<10-9 m·s-1). As a major characteristic of pulverized rock, low permeability is characterized by its internal fabric(particle size, pore structure, fracture structure, mineral composition, et al.), and the mechanism of low permeability of shredded rock is interpreted from microscopic aspects. The study has guiding significance for the water conductivity characteristics of the core of the fault zone and the prevention and control of water inrush in the project.

       

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