首页> 外文会议>Geophysical Solutions for Environment and Engineering vol.1 >High-frequency seismic probing method for rock quality and load carrying capacity evaluation at the bottom of pile holes
【24h】

High-frequency seismic probing method for rock quality and load carrying capacity evaluation at the bottom of pile holes

机译:高频地震探测方法在桩孔底部岩质及承载力评估中的应用

获取原文
获取原文并翻译 | 示例

摘要

The high frequency seismic method is employed to explore the water-eroded cave, earth hole and loose agglomerate or interlayer in rock base. Through the theoretical proof based on wave and vibration, the existence and the relative size of the abnormal object can be determined by the abnormal change of phase and periodic in wave figure, by the amplitude attenuation character of the wave train. The compressive wave velocity and self vibration frequency may be measured at the same time. The weathering effect of rock can be decided by the velocity. The carrying capacity of rock can be determined by the velocity and self vibration frequency. The efficiency of method was examined by site load experiment.
机译:高频地震法被用于勘探岩石基体中的水蚀洞穴,土洞和疏松的附聚物或夹层。通过基于波和振动的理论证明,可以通过波图中相位和周期的异常变化,波列的振幅衰减特性来确定异常物体的存在和相对大小。可以同时测量压缩波速度和自振频率。岩石的风化作用可以由速度决定。岩石的承载能力可以通过速度和自振频率来确定。通过现场负荷试验检验了该方法的有效性。

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