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酸性溶浸液作用下砾岩物理化学及三轴压缩性质研究

Investigation of physicochemical and triaxial compressive properties of conglomerate in acidic leachate

  • 摘要: 地浸开采过程中溶浸液的渗流作用可能导致隔水层力学性能劣化,进而影响煤铀共采的安全性。以内蒙古地区侏罗系直罗组砾岩隔水层为研究对象,探讨其在酸浸环境下的物理化学性质及力学劣化机制。利用电子秤和原子吸收分光光度计测定砾岩在硫酸溶液中质量和金属阳离子浓度变化规律,利用XRD(X-ray Diffraction)和SEM(Scanning Electron Microscope)分析酸蚀作用下砾岩矿物成分和微观结构随浸泡时间的变化特征。开展三轴压缩试验,研究不同浸泡时间下砾岩的力学响应,分析峰值应力、弹性模量、轴向应变及耗散能密度等参数的变化规律,基于相关性分析量化各参数之间的相关性。结果表明:砾岩质量随酸蚀时间呈现先增加后减少的非线性变化特征,溶液中金属阳离子浓度与质量变化趋势一致,其中Ca2+质量浓度最高,说明方解石与硫酸的化学反应是导致砾岩力学性质劣化的重要原因。酸蚀作用使砾岩胶结物逐渐溶解,内部裂纹扩展,孔隙增多,引起岩石微观结构变化。砾岩峰值强度、弹性模量及屈服应力在浸泡初期(1 d)短暂提升后逐步下降,浸泡20 d后峰值强度较自然状态下降26.69%,且峰值体积应变显著降低。峰后耗散能变化率曲线随着浸泡时间变化逐渐平稳,表明试件的破坏模式随浸泡时间由脆性向延性转变。峰值应力、弹性模量与总应变能密度呈极强正相关(相关性系数r>0.8),而金属阳离子浓度可作为砾岩力学性质劣化的表征参数。

     

    Abstract: The seepage effect of leaching solution in the process of in-situ leaching mining may lead to the deterioration of the mechanical properties of the aquifuge, and affect the safety of coal uranium co-mining. Taking the conglomerate aquifuge of Jurassic Zhiluo Formation in Inner Mongolia as the research object, the physicochemical properties and mechanical deterioration mechanism under acid leaching environment were discussed. The mass and metal cation concentration of tometer. The variation characteristics of mineral composition and microstructure conglomerate in sulfuric acid solution were measured by electronic balance and atomic absorption spectropho of conglomerate with immersion time were analyzed by XRD and SEM. Triaxial compression tests were carried out to study the mechanical response of conglomerate under different immersion time. The evolution laws of parameters such as peak stress, elastic modulus, axial strain and dissipation energy density were analyzed. The coupling relationship between mechanical parameters and physicochemical parameters was quantified based on correlation analysis. The results show that the mass of conglomerate first increases and then decreases with the acid etching time. The concentration of metal cations in the solution is consistent with the mass change trend, and the concentration of Ca2+ is the highest, indicating that the chemical reaction between calcite and sulfuric acid is an important factor leading to the deterioration of mechanical properties of conglomerate. Acid corrosion gradually dissolves the conglomerate cement, expands the internal fractures, and increases the pores, resulting in changes in the rock microstructure. The peak stress, elastic modulus and yield stress of the conglomerate increased briefly in the initial stage (1 d) and then gradually decreased. After 20 days of immersion, the peak stress decreased by 26.69% compared with the natural state, and the peak volumetric strain decreased significantly, indicating that the specimen changed from brittle failure to ductile failure mode. The growth rate of dissipative energy density in the post-peak stage presents the characteristics of “slow-fast-slow”, and the failure process of the specimen is more gentle under the action of long-time acid leaching. The peak stress, elastic modulus and total strain energy density have a strong positive correlation (r>0.8), and the metal cation concentration can be used as a characterization parameter for the deterioration of mechanical properties of conglomerate.

     

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