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Gas Permeation Models for Dilatant Deformation of Rock Salt under Deviatoric Stress Conditions

机译:偏应力条件下岩盐膨胀变形的气体渗透模型

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Permeability of 30 rock salt cores were measured under various deviatoric stress conditions. A triaxial cell was designed and built to measure the hydraulic properties such as the pore volume and permeability during the compression experiments. To determine variations in the pore volume, a high precision pump was used and the pore volume changes as well as the gas permeabilities were recorded continuously as a function of time and stresses. A permeability reduction in the compression stage is not obvious although the decrease of pore volume appears to be a controlling phenomenon of the compression. Similarly to previous studies, a spontaneous increase in the permeability was observed shortly after the dilatancy boundary was exceeded, separating the compression from the dilatant deformation phase. At the end of the dilatant deformation, the permeability reaches a plateau value which afterward remains approximately a constant for low stress rates up to the fracture pressure. This allows the percolation of gas along the extended grain boundaries of the salt crystals and through the inter-crystalline flow paths and yields an increase of the permeability of 3 to 6 tens of order. Combined acoustic emission measurements performed with 8 sensors showed that the percolation begins equally throughout the core at the same time. The dilatancy and permeability are found to be controlled by many factors,most importantly by the minimal principal stresses. The end porosities of the stressed cores were correlated with the permeability in the form of a Kozeny-Carman type relationship. Semi-empirical and percolation flow models were applied to match the observed flow characteristics of cores with corresponding properties of the excavation damaged zone in the Asse salt mine.
机译:在各种偏应力条件下测量了30个岩盐岩心的渗透率。设计并构建了三轴单元,以测量压缩实验期间的水力特性,例如孔体积和渗透率。为了确定孔体积的变化,使用了高精度泵,并连续记录了孔体积的变化以及气体渗透率随时间和应力的变化。尽管孔体积的减小似乎是压缩的控制现象,但压缩阶段的渗透率降低并不明显。与先前的研究相似,在超过膨胀边界后不久,观察到渗透率自发增加,从而使压缩与膨胀变形相分离。在膨胀变形结束时,渗透率达到平稳值,此后对于低应力率直至断裂压力,其渗透率大致保持恒定。这允许气体沿着盐晶体的延伸的晶界和通过晶体间的流动路径渗透,并且使渗透率增加3至6个数量级。用8个传感器进行的综合声发射测量表明,渗透同时在整个岩心中平均开始。发现膨胀率和渗透率受许多因素控制,最重要的是受最小主应力控制。受应力岩心的最终孔隙度与渗透率呈Kozeny-Carman型关系形式。应用半经验和渗流模型,将观察到的岩心流动特性与阿塞盐矿开挖损坏区的相应特性进行匹配。

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