首页> 外文会议>Canada-U.S. Rock Mechanics Symposium >Development of Rock Stress Measurement Probe Based on The Pilot Hole Wall Deformation Method Laboratory Tests
【24h】

Development of Rock Stress Measurement Probe Based on The Pilot Hole Wall Deformation Method Laboratory Tests

机译:基于先导孔壁变形方法实验室测试的岩石应力测量探头的开发

获取原文

摘要

The theory and a prototype tool were developed for pilot hole wall deformation measurement. This is a 3- dimensional stress measurement method based on the stress relief principle. A pilot hole is drilled from the bottom of a borehole and the stress measurement probe is inserted into the pilot hole. The differences between the displacements by the elastic stress analysis and those measured by using the probe were within 3% in the uniaxial compression test of an acrylic resin plate with a hole. The stress components which were applied to a cubic Kimachi sandstone specimen with an inclined borehole were evaluated by using the probe within an error of 6% relative to the applied maximum principal stress in a biaxial loading test.
机译:该理论和原型工具是为试验孔壁变形测量开发的。这是一种基于应力浮雕原理的三维应力测量方法。从钻孔的底部钻出先导孔,并将应力测量探针插入到先导孔中。通过使用探针测量的弹性应力分析的位移与使用孔的单轴压缩试验的差异差异在丙烯酸树脂板的单轴压缩试验范围内。通过在双轴负载试验中使用6%误差在6%的误差内使用探针来评估施加到具有倾斜钻孔的立方Kimachi砂岩样品的应力分量。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号