巴东组典型红层软岩单轴压缩试验细观组构特征

红色粉砂质泥岩和泥质粉砂岩是巴东组特殊性岩土的代表,具有遇水易崩解特性。根据岩样单轴压缩试验,基于PFC_2D程序,建立中硬岩、软岩单轴压缩试验数值模型;模型选用平行黏结颗粒接触模型。根据应力-应变曲线特征,采用分段定量参数标定法对软岩试样的细观参数进行标定;且通过调整法向和切向黏结强度比值2D program. With the characteristics of stress-strain curve, subsection quantitative parameter calibration method was used to calibrate the microscopic parameters of soft rock samples. The adjustment method and the ratio of tangential bond strength(σ_c/τ_c) control specimen under uniaxial compression failure mode. The uniaxial compression test of silty mudstone and argillaceous siltstone with different weathering degree under saturated and natural state was simulated. The distribution and evolution of meso-fabric parameters such as normal contact force, tangential contact force, coordination number and porosity were analyzed. The results show that the numerical method can well simulate the uniaxial compression test process of medium hard rock and soft rock. Except for medium weathered silty mudstone, weathering degree and water immersion condition can only affect the size of the contact force of sample particles in the statistical angle range, but cannot affect the distribution form. At the same time, weathering degree and water immersion condition prolonged the loading time of significantly decreased coordination number, which decreased with the increase of the number of cracks. Flooding condition and weathering degree have great influence on the porosity evolution of argillaceous siltstone. The degree of weathering has a great influence on the porosity evolution of silty mudstone, but the condition of flooding has little influence.      

典型巴东组泥质粉砂岩双轴压缩试验细观组构特征

基于泥质粉砂岩室内双轴压缩试验,建立PFC_2D颗粒流数值模型,以此来探究泥质粉砂岩破坏的细观机理。考虑组成泥质粉砂岩试样的颗粒形状,根据电镜扫描图勾选出5种典型颗粒形状,与圆形颗粒一起生成给定孔隙率的稳定数值试样。颗粒间选用平行粘结接触模型,选取弹性模量、泊松比、峰值应力分别对饱和、天然状态的泥质粉砂岩试样进行不同围压下的细观参数标定,然后进行双轴压缩试验模拟,分析试样在双轴压缩试验过程中颗粒法向接触力、切向接触力、配位数、孔隙率等细观组构参数的分布特征和演化规律。试验结果表明：双轴压缩试验的细观参数标定可不考虑抗剪强度指标黏聚力c和内摩擦角ϕ值的影响。破坏前后,试样各方向统计范围内都存在法向接触力和切向接触力。围压的存在影响试样的起始配位数、孔隙率和试样破坏后的稳定配位数和孔隙率,对配位数和孔隙率的改变速率影响很小。试样空间孔隙率的演化在一定程度上反映了试样破坏时内部结构的变迁,能更加直观地反映试样的破坏模式。