泥岩−矿渣基隔水材料的力学性能与渗透特性研究

    Mechanical properties and permeability characteristics of mudstone-slag-based water barrier material

    • 摘要: 为研究泥岩含量与养护龄期对泥岩−矿渣基隔水材料力学性能与渗透特性的影响,以露天煤矿剥离废弃砂岩为骨料,以泥岩和矿渣为胶凝材料制备了泥岩−矿渣基隔水材料,对泥岩质量分数分别为20%、40%、60%、80%的泥岩−矿渣基隔水材料试样进行了单轴压缩试验与气体渗透试验。基于试验获得的单轴抗压强度与渗透率探究了泥岩含量对泥岩−矿渣基隔水材料力学性能与渗透特性的影响机制,分析了不同养护龄期下,泥岩−矿渣基隔水材料力学性能与渗透特性的演化规律;辅以扫描电镜试验,研究了泥岩−矿渣基隔水材料中不同胶凝产物的特性与形态特征,以及泥岩含量对泥岩−矿渣基隔水材料宏观破坏形式的影响。结果表明:泥岩−矿渣基隔水材料的单轴抗压强度和渗透率随泥岩含量的增加均呈线性降低趋势;随养护龄期的增加,泥岩−矿渣基隔水材料的单轴抗压强度呈指数型增长,渗透率呈指数型降低;随泥岩含量的增加,泥岩−矿渣基隔水材料中的凝胶以强度高、脆性强、孔隙多的矿渣凝胶为主逐渐转变为以无微裂纹的致密泥岩凝胶为主;随着泥岩含量的增加,泥岩−矿渣基隔水材料的整体破坏程度降低,试样完整性增强;随着养护龄期的增加,泥岩−矿渣基隔水材料的破坏程度增大,试样完整性降低。

       

      Abstract: To investigate the influence of mudstone content and curing age on the mechanical properties and permeability characteristics of mudstone-slag-based water barrier materials, using waste sandstone from open pit coal mine stripping was used as aggregate and mudstone and slag were used as cementing materials to make mudstone-slag-based water barrier materials. Uniaxial compression tests, gas permeability tests, and scanning electron microscopy tests were conducted on mudstone-slag-based water barrier materials, water barrier materials with mudstone mass fraction of 20%, 40%, 60%, and 80%, respectively. Based on the uniaxial compressive strength and permeability obtained from the test, we investigated the influence mechanism of mudstone content on the mechanical properties and permeability characteristics of mudstone-slag-based water barrier materials, analyzed the evolution law of the mechanical properties and permeability characteristics of mudstone-slag-based water barrier materials under different curing age conditions, and supplemented with scanning electron microscope tests, studied the characteristics and morphological features of different cementation products in mudstone-slag-based water barrier materials, and studied the influence of mudstone proportion on the macroscopic damage forms of mudstone-slag-based water barrier materials. The influence of the content of mudstone on the macroscopic damage form of mudstone-slag-based water barrier material was investigated. The results show that the uniaxial compressive strength and permeability of mudstone-slag-based water barrier materials decrease linearly with the increase of mudstone content. With the increase of curing age, the uniaxial compressive strength of the mudstone-slag-based water barrier material increases exponentially, while the permeability decreases exponentially. With the increase of the mudstone content, the gel in mudstone-slag-based water barrier material is gradually transformed from the slag gel with high strength, strong brittleness and many pores to the dense mudstone gel without microcracks. As the content of mudstone increases, the overall damage of mudstone-slag-based water barrier materials decreases and the integrity of the specimens increases; as the curing age increases, the damage of mudstone-slag-based water barrier materials increases and the integrity of the specimens decreases.

       

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