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水压致裂法测量三维地应力研究

Study on 3-D Geostress Measuring with Hydraulic Fracturing Method

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【作者】 邬立赵璐邬坤

【Author】 WU Li1,ZHAO Lu1,WU Kun2(1 School of Environmental Studies,China University of Geosciences,Wuhan 430074,China;2 Faculty of Civil Engineering,China Three Gorges University,Yichang 443000,China)

【机构】 中国地质大学环境学院三峡大学土木学院

【摘要】 以弹性力学为基础,阐述了水压致裂法测量平面及三维地应力的原理,并以某水电站为例,通过套芯法与水压致裂法所进行的三维地应力测量实例对比发现,两者实测结果一致,说明水压致裂法测量三维地应力具有操作简便、可重复测试、测量速度快与测值可靠等优点。

【Abstract】 Based on elastic mechanics,this paper demonstrates the hydraulic fracturing method for 3-dimensional geostress measurement and,taking a case study of one hydropower station,compares the 3-dimensional geotress measurement of this method with that of overcoring method in the same research area.The results indicate that the two methods have a good agreement and prove that former has many advantages such as simple operation,repeatable testing,speedy and reliable measurement,etc.

【基金】 国家电力公司成都勘测设计研究院重点科研项目(JP-2002-18-1)资助
  • 【文献出处】 安全与环境工程 ,Safety and Environmental Engineering , 编辑部邮箱 ,2009年04期
  • 【分类号】P554
  • 【被引频次】6
  • 【下载频次】281
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