赵连涛, 于旭磊, 刘启蒙, 胡戈. 煤层底板岩石全应力—应变渗透性试验[J]. 煤田地质与勘探, 2006, 34(6): 37-40.
引用本文: 赵连涛, 于旭磊, 刘启蒙, 胡戈. 煤层底板岩石全应力—应变渗透性试验[J]. 煤田地质与勘探, 2006, 34(6): 37-40.
ZHAO Lian-tao, YU Xu-lei, LIU Qi-meng, HU Ge. Research on rock complete stress-strain permeability experiment in coal floor[J]. COAL GEOLOGY & EXPLORATION, 2006, 34(6): 37-40.
Citation: ZHAO Lian-tao, YU Xu-lei, LIU Qi-meng, HU Ge. Research on rock complete stress-strain permeability experiment in coal floor[J]. COAL GEOLOGY & EXPLORATION, 2006, 34(6): 37-40.

煤层底板岩石全应力—应变渗透性试验

Research on rock complete stress-strain permeability experiment in coal floor

  • 摘要: 为探讨岩石应力应变与渗透率的关系,利用美国MTS公司815.02型电液伺服岩石力学试验系统,采用瞬态渗透法,研究了岩石在加卸载全应力—应变过程中的渗透规律。结果表明,岩石渗透系数既与应力状况和应变历史有关,也与岩石自身的结构和性质有关。

     

    Abstract: In order to discuss the relation between stressstrain and permeability of rocks,with the Electro-Hydraulic Servo Controlled Mechanics Rock Testing System of American MTS Corporation(815.02),adopting instantaneous permeating method,the permeation coefficient variety of sandstone under the coal floor in the process of mining is simulated.The results show that the coefficient of permeation is not only related to stress status,but also to rocks' structure and properties.

     

/

返回文章
返回