深埋非饱和离石组黄土工程地质特性研究

    Study on engineering geological properties of deep-buried unsaturated Lishi Formation loess

    • 摘要: 离石组黄土作为金鸡滩矿井范围内深埋于第四系砂层潜水强含水层之下且区域广泛分布的关键隔水层,其工程地质特性对于矿井安全和区域生态环境保护具有双重重要意义。本文利用X射线衍射测试、扫描电子显微镜测试、常规土工实验及三轴固结排水剪切试验等方法,系统探究了离石组黄土的矿物成分、粒度组成、微观结构、物理-水理-力学性质及其相关性,揭示了离石组黄土的工程地质特性。研究结果表明:离石组黄土的矿物成分以石英和黏土矿物为主,黏土矿物主要由伊利石和伊/蒙混层组成。粒度成分以粉粒为主,砂粒、黏粒次之;结构类型为絮凝结构,粒间孔隙发育。离石组黄土特征为高饱和度、低液限、微~中等透水性及低-中等压缩性,呈稍湿-湿、密实、坚硬-硬塑-可塑状态。原状黄土应力-应变曲线呈应变硬化型,且随围压增大,由弱应变硬化型转变为强应变硬化型。黏粒含量与液限、塑限及黏聚力呈显著正相关,而与压缩模量呈显著负相关;含水率、饱和度均与黏聚力呈显著负相关。离石组黄土具有一定的水稳性和结构强度,其隔水性和抗剪强度均随埋深增加而增强。研究结果可为矿井安全生产和区域生态环境保护提供科学参考。

       

      Abstract: The Lishi Formation loess, buried deeply beneath the phreatic water-rich aquifer in the Quaternary sand layer within the Jinjitan Mining Area, serves as a crucial aquiclude widely distributed in the region, and its engineering geological properties are of double-significant importances for mine safety and regional ecological environment protection. This paper systematically investigates the mineral composition, grain size composition, microstructure, and physical-hydraulic-mechanical properties and their relevance of the Lishi Formation loess, utilizing an X-ray diffraction test, scanning electron microscope test, conventional geotechnical test, and triaxial consolidation and drainage shear test, to reveal its engineering geological properties. The results demonstrate that the mineral composition of the Lishi Formation loess is predominantly quartz and clay minerals, with the clay minerals primarily consisting of illite and illite/montmorillonite mixed-layer. The grain size composition is mostly comprised of silt particles, followed by sand particles and clay particles; the structural type exhibits a flocculation structure with well-developed intergranular pores. The Lishi Formation loess is characterized by high saturation, low liquid limit, micro to moderate water permeability, and low-medium compressibility, existing in varying states of slightly wet-wet, dense, and hard-hard plastic-plastic. The stress-strain curves of undisturbed loess exhibit strain-hardening, transitioning from weak to strong strain-hardening type with increasing confining pressure. The content of clay particles has a significant positive correlation with the liquid limit, plasticity limit, and cohesion, while showing a significant negative correlation with compression modulus; significant negative correlations are found between cohesion and both the water content and saturation. The Lishi Formation loess possesses a certain water stability and structural strength, and its water resistance and shear strength increase with increasing buried depth. The study results can provide scientific references for mine safety production and regional ecological environment protection.

       

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