首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Effect of clay content and mineralogy on frictional sliding behavior of simulated gouges: Binary and ternary mixtures of quartz, illite, and montmorillonite
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Effect of clay content and mineralogy on frictional sliding behavior of simulated gouges: Binary and ternary mixtures of quartz, illite, and montmorillonite

机译:粘土含量和矿物学对模拟凿具摩擦滑动行为的影响:石英,伊利石和蒙脱石的二元和三元混合物

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We investigated the frictional sliding behavior of simulated quartz-clay gouges under stress conditions relevant to seismogenic depths. Conventional triaxial compression tests were conducted at 40 MPa effective normal stress on saturated saw cut samples containing binary and ternary mixtures of quartz, montmorillonite, and illite. In all cases, frictional strengths of mixtures fall between the end-members of pure quartz (strongest) and clay (weakest). The overall trend was a decrease in strength with increasing clay content. In the illite/quartz mixture the trend was nearly linear, while in the montmorillonite mixtures a sigmoidal trend with three strength regimes was noted. Microstructural observations were performed on the deformed samples to characterize the geometric attributes of shear localization within the gouge layers. Two micromechanical models were used to analyze the critical clay fractions for the two-regime transitions on the basis of clay porosity and packing of the quartz grains. The transition from regime 1 (high strength) to 2 (intermediate strength) is associated with the shift from a stress-supporting framework of quartz grains to a clay matrix embedded with disperse quartz grains, manifested by the development of P-foliation and reduction in Riedel shear angle. The transition from regime 2 (intermediate strength) to 3 (low strength) is attributed to the development of shear localization in the clay matrix, occurring only when the neighboring layers of quartz grains are separated by a critical clay thickness. Our mixture data relating strength degradation to clay content agree well with strengths of natural shear zone materials obtained from scientific deep drilling projects.
机译:我们研究了在与发震深度有关的应力条件下模拟石英粘土凿的摩擦滑动行为。在包含石英,蒙脱石和伊利石的二元和三元混合物的饱和锯切样品上,在有效法向应力为40 MPa的条件下进行了常规三轴压缩试验。在所有情况下,混合物的摩擦强度介于纯石英(最强)和粘土(最弱)的端部之间。总体趋势是强度随粘土含量的增加而降低。在伊利石/石英混合物中,该趋势几乎是线性的,而在蒙脱石混合物中,注意到了具有三种强度状态的S形趋势。对变形后的样品进行了微结构观察,以表征切屑层内剪切局部化的几何属性。在粘土孔隙率和石英颗粒堆积的基础上,使用两个微力学模型分析了两个区域转变的临界粘土分数。从状态1(高强度)到状态2(中强度)的转变与从石英晶粒的应力支撑框架到嵌有分散石英晶粒的粘土基体的转变有关,这表现为P-叶化的发展和还原的减少。里德尔剪切角。从状态2(中强度)到状态3(低强度)的过渡归因于粘土基质中剪切局部化的发展,仅在相邻的石英颗粒层被临界粘土厚度分开时才会发生。我们将强度降低与粘土含量相关的混合数据与从科学深钻项目获得的天然剪切带材料的强度非常吻合。

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