空心包体应力解除法与声发射法在岩爆危害隧道地应力测定中的对比应用

Contrast and Application of the Hollow Inclusion Stress Relief Method and Acoustic Emission Method to the In-Situ Stress Measurement in Tunnels with Rockburst Hazards

  • 摘要: 在具有岩爆危害的深埋特长隧道施工中,地应力的准确测量及研究对隧道围岩稳定性及岩爆分析起着重要作用。文章详细介绍了空心包体应力计地应力测量技术的原理、计算方法和实施过程,尤其对现场实际测量过程中普遍存在的问题进行了详细说明,并对钻孔和安装设备进行了改良,有效提高了测量效率和避免了设备损失。通过空心包体应力解除法和声发射法两种方式对米仓山隧道围岩地应力进行测试对比,结果表明,两种测试结果大小和方向接近,其结果准确可信,可为隧道围岩稳定性和岩爆分析提供重要的数据。

     

    Abstract: For construction of deep extra-long tunnels with a hazard of rock burst, it is significant to take accurate measurement of the geostress for analyzing rock mass stability and rock burst potential. The principles, calculation method and application procedures of geostress measurement using a hollow inclusion stressometer are introduced in detail, especially the problems that happen often in the course of site measurement. Hole drilling and equipment installation are improved, which effectively increases measurement efficiency and avoids equipment loss. Tests and comparisons of the geostress are carried out for the surrounding rock of the Micangshan tunnel using the hollow inclusion stress relief method and the acoustic emission method, with the results showing the stress magnitude and direction measured by these two methods are very close.

     

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