首页> 外文会议>Progresses in Fracture and Strength of Materials and Structures pt.2 >Failure Mechanism and Mechanical Characteristics of Rockmass Containing Close Intermittent Joints under Plane Stress Condition
【24h】

Failure Mechanism and Mechanical Characteristics of Rockmass Containing Close Intermittent Joints under Plane Stress Condition

机译:平面应力条件下含密闭节理岩体的破坏机理及力学特性

获取原文
获取原文并翻译 | 示例

摘要

Biaxial compression model tests on rockmass containing intermittent joints under plane stress condition were carried out in this study, where the laser speckle photo technique was used for measuring the displacement field. The results obtained have indicated that the laser speckle method was effective and the measuring value was about 14% less than the measuring value of dial gauges. Based on the displacement field and the principal stress field which were measured by laser speckle photo technique, dial gauges and strain gauges, the angle of wing incipient crack, the evolution of stress field at the joint tip and the path of crack extension were deeply studied. The deformation and failure characteristics, including the fracture mechanism of rockmass, were also analyzed in this study.
机译:本研究在平面应力条件下对含断续节理的岩体进行了双轴压缩模型试验,采用激光散斑照相技术测量了位移场。所得结果表明,激光散斑法是有效的,其测量值比百分表的测量值小约14%。基于激光散斑照相技术,千分表和应变仪测量的位移场和主应力场,深入研究了机翼初期裂纹的角度,接头尖端的应力场的演变以及裂纹扩展的路径。 。这项研究还分析了岩体的变形和破坏特征,包括岩体的断裂机理。

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