首页> 外文学位 >A model experiment to assess the effects of inclusions on wave propagation in soil media.
【24h】

A model experiment to assess the effects of inclusions on wave propagation in soil media.

机译:评估夹杂物对土壤介质中波传播影响的模型实验。

获取原文
获取原文并翻译 | 示例

摘要

The research described involved analyzing and characterizing changes to propagating surface waves that are caused by items embedded in a half-space consisting of a soil medium. Numerical and experimentally obtained data of three-dimensional surface wave responses to dynamic impulse loading were examined. Results from this research are compared to changes to surface waves observed in previous investigations that were caused by the presence of voids and inclusions embedded in an elastic half space. The focus of this work was to identify whether the characteristic responses identified in previous studies, based substantially on analytical and finite element analyses results, can be replicated in an experimental setting.;Both the numerical studies and experimental studies indicate that, above a threshold limit, wavelet analyses can be effective in identifying inclusions in an experimental environment. In general, the characterizations of behavior that were observed in previous studies are corroborated in the numerical studies for the void object with the exception that reflections caused by oscillations of the void object, which is local in space rather than a "ring" as inferred by the axi-symmetric models used, are more apparent than responses created by reflections off of the near and far faces of the void. For the buried solid, oscillations corresponding to rigid body vibration of the beam, rather than reflections of the impedance contrasts between the beam and soil are dominant. For the experimental results, although changes to both the dispersion curves and CWT plots are sufficiently large to indicate the presence of the inclusion, for inclusions larger than a threshold limit, the changes to the power in the surface wave pattern characterizations and in the phase velocity are not sufficiently clear or consistent to reliably quantify the depth, size, stiffness, density or shape of the buried object.;The investigation described in this work represents an extension of previous investigations both in evaluating numerical results of three-dimensional models of inclusions and in evaluating experimental results using wavelet analysis methods.
机译:所描述的研究涉及分析和表征传播的表面波的变化,这些变化是由嵌入土壤介质的半空间中的物体引起的。检查了数值和实验获得的三维表面波对动态脉冲载荷响应的数据。将该研究的结果与以前的研究中观察到的表面波变化进行比较,这些变化是由嵌入弹性半空间中的空隙和夹杂物的存在引起的。这项工作的重点是确定以前的研究中确定的特征响应(基本上基于分析和有限元分析结果)是否可以在实验环境中复制;数值研究和实验研究均表明,超过阈值极限小波分析可以有效地识别实验环境中的夹杂物。通常,在以前的研究中观察到的行为特征在数值研究中得到了证实,但该数值研究是由空隙物体的振动引起的反射引起的,反射是在空间中局部发生的,而不是由“环”推断的。所使用的轴对称模型比空洞的近,远表面反射产生的响应更明显。对于埋藏的固体,与梁的刚体振动相对应的振动占主导地位,而不是与梁和土壤之间的阻抗对比的反射占主导地位。对于实验结果,尽管色散曲线和CWT曲线的变化都足够大,以表明存在夹杂物,但对于大于阈值极限的夹杂物,表面波图案特征和相速度的功率变化不够清晰或一致,无法可靠地量化埋藏物体的深度,大小,刚度,密度或形状。;这项工作中描述的研究代表了先前研究在评估夹杂物三维模型数值结果和用小波分析方法评估实验结果。

著录项

  • 作者

    Houston, Thomas Wayne.;

  • 作者单位

    University of South Carolina.;

  • 授予单位 University of South Carolina.;
  • 学科 Engineering Civil.;Engineering Geological.
  • 学位 Ph.D.
  • 年度 2013
  • 页码 431 p.
  • 总页数 431
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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