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李学成, 冯增朝, 郭纪哲, 梁源凯, 白骏, 王辰. 温度和应力对砂岩渗透率影响规律研究[J]. 煤炭科学技术, 2019, (4).
引用本文: 李学成, 冯增朝, 郭纪哲, 梁源凯, 白骏, 王辰. 温度和应力对砂岩渗透率影响规律研究[J]. 煤炭科学技术, 2019, (4).
LI Xuecheng, FENG Zengchao, GUO Jizhe, LIANG Yuankai, BAI Jun, WANG Chen. Study on influence laws of temperature and stress on sandstone permeability[J]. COAL SCIENCE AND TECHNOLOGY, 2019, (4).
Citation: LI Xuecheng, FENG Zengchao, GUO Jizhe, LIANG Yuankai, BAI Jun, WANG Chen. Study on influence laws of temperature and stress on sandstone permeability[J]. COAL SCIENCE AND TECHNOLOGY, 2019, (4).

温度和应力对砂岩渗透率影响规律研究

Study on influence laws of temperature and stress on sandstone permeability

  • 摘要: 岩石的渗透率反映了其通过流体的能力,为了解决砂岩气、页岩气等油气藏开采过程中储层岩石渗透率低,资源开采量少的问题, 在太原理工大学自主研发的高温高压真三轴试验机上,模拟研究了页岩气藏储层砂岩在地下深部实际高压状态,探究了真三轴实验状态下的砂岩在100~400 ℃下的渗透率演化规律。研究结果表明;砂岩的渗透率在100~280 ℃内的渗透率变化为缓慢下降,渗透率为10-16~10-17 m2数量级,渗透率在阈值温度280 ℃后,砂岩渗透率增大数倍到数10倍,最高增幅达34倍,在温度340 ℃后渗透率趋于平稳,处于10-15m2数量级。同时也表明岩石的应力状态对渗透率有直接的影响,相同围压条件下的砂岩,其最大主应力方向上的渗透率在阈值温度前后的增幅越大。

     

    Abstract: The permeability of rock represents its ability to pass through fluids. In order to solve the problem of low permeability of reservoir rock and low amount of resource exploitation during the mining process of sandstone gas and shale gas, the authors had studied to simulate the actual high pressure state of the rock in deep underground by the high temperature and high pressure true triaxial test machine self-developed by Taiyuan University of Technology. The evolution laws of the permeability of sandstone at 100~400 °C under true triaxial stress state are explored. The results show that the permeability of sandstone decreases slowly from 100 to 280 °C, the permeability value is on the order of 10-16~10-17 m2 . After the permeability threshold temperature is 280 ℃, the permeability of sandstone increases several times up to 10 times with the maximum increase of 46 times, and the permeability tends to be stable at 340 ℃ on the order of 10-15 m2 . At the same time, the results verify that the stress state of the rock has a direct influence on the permeability. For the sandstone under the same confining pressure, the maximum principal stress of the specimen has a larger increase in the permeability in the direction of the maximum principal stress before and after the threshold temperature.

     

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