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温度及应力对黏土岩渗透损伤特性的影响

The Effect of Temperature and Stress on Permeability and Damage Characteristics of Clay Rock

  • 摘要: 为了探索温度及应力对黏土岩渗透和损伤特性的影响,从试验和理论模型出发,开展了黏土岩在不同温度及应力环境下的强度、变形特征,以及渗透特性和损伤演化过程的研究。研究结果表明:温度对黏土岩具有明显的损伤劣化作用,温度越低,围压越高,黏土岩的强度越大;相同围压下,温度越高,相应的渗透性越强,相同温度下渗透率随围压升高而减小;黏土岩的渗透系数随应力加载经历了“减小—增大—略有回落”3个阶段,体积应变拐点是渗透性由减至增的分界点;温度越高,围压越小,“实损伤”发展越快。基于试验结果,建立了温度—渗流—应力三场耦合计算本构模型,该模型能较好地模拟各温度及应力环境下黏土岩的渗透变化过程。

     

    Abstract: In order to study the effect of temperature and stress on permeability and damage characteristics of clay rock, based on experimental and theoretical model, strength deformation characteristics, permeability characteristics and damage evolution process of clay rock was studied under different temperature and stress conditions.The results showed that the temperature has an obvious effect on the damage of clay rock, the lower the temperature, the higher the confining pressure, the greater the intensity of the clay rock; under the same confining pressure, the higher the temperature, the stronger the permeability, the permeability decreases with the increase of confining pressure at the same temperature; the permeability coefficient has experienced three stages: from decrease to increase, then a slight drop. The volume change inflection point is the demarcation point of penetration from decrease to increase; the higher the temperature, the smaller the confining pressure, the faster the real damage develops. The three field coupling constitutive model of temperature-seepage-stress was established based on the test, the model can simulate the permeation process of clay rock under different temperature and stress.

     

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