不同含水率下岩石的力学特征及微观机理探究

    Study on mechanical characteristics and microscopic mechanism of rock under different moisture content

    • 摘要: 岩石力学性质对于岩体工程中截齿的选择和巷道掘进效率具有重要意义,而不同含水率下岩石力学性质及其微观结构变化较大。为研究不同含水率岩石力学性质变化,提高工程掘进效率,选取矿区三类含水率不同的泥质砂岩为研究对象,开展含水率和吸水率实验、劈裂法抗拉强度实验、单轴压缩实验,研究岩石力学参数的变化。在此基础上,通过XRD实验探究岩石矿物成分,通过SEM实验探究岩石微观结构,分析岩石含水率不同的微观原因。运用Image J软件对SEM图像进行定量分析,研究岩石微观结构对力学性质的影响,并分析水分对岩石内部结构的影响机制。实验结果表明:随着含水率的增加,水对岩石的水化作用越明显,含水率越高的岩石,抗拉强度越弱;含水率不同使岩石的应力-应变曲线变化不同,随着含水率增加,岩石有效应力传递区域减小,岩石的弹性模量和泊松比减小,峰值应力逐渐降低,峰值应力后曲线切线变缓;岩石的矿物成分含量影响其含水率,石英含量越少,伊利石占比越多,含水率越高;水分改变岩石微观结构,随着含水率增大,岩石孔隙越来越多,孔隙直径越来越大,结构越松散。本文研究对选择截齿和提高掘进效率具有一定的工程意义。

       

      Abstract: The mechanical properties of rock are of great significance to the selection of cutting teeth and the efficiency of tunnel excavation in rock mass engineering, and the mechanical properties and microstructure of rock change considerably under different moisture content. To investigate the variation in mechanical properties of rock under different moisture content and enhance the effectiveness of engineering excavation, three types of shaly sand with different moisture content in the mining area are selected as the research objects, and moisture content and water absorption tests, splitting tensile strength experiments, and uniaxial compression tests are carried out to study the changes in rock mechanical parameters. On this basis, the mineral composition of the rock is explored by XRD experiment, the microstructure of rock is examined by SEM experiment, and the microscopic reasons for the different moisture content of the rock are analyzed. The SEM images are quantitatively analyzed by Image J software to study the influence of rock microstructure on mechanical properties and to analyze the influence mechanism of water on the internal structure of rock. The experimental results show that with the increase of moisture content, the hydration effect of water on rock becomes more obvious, and the higher the moisture content, the weaker the tensile strength of rock. The difference in moisture content makes the stress-strain curve of rock change differently. With the increase of moisture content, the effective stress transfer area of rock decreases, the elastic modulus and Poisson’s ratio of rock decrease, the peak stress gradually declines, and the tangent of the curve flattens after the peak stress. The mineral composition of the rock affects its moisture content: the lower the quartz content, the higher the proportion of illite, and the higher the moisture content. Moisture alters the microstructure of rock. With increasing moisture content, the number of pores in rock increases, the pore diameter enlarges, and the structure becomes looser. Through the above experiments, the influence of moisture content on the physical and mechanical properties of rock and its underlying reasons are analyzed, which helps reduce water-related disaster accidents caused by groundwater at the source. The research in this paper holds certain engineering significance for selecting cutting teeth and improving tunneling efficiency.

       

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