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Seismic noise in the shallow subsurface: Methods for using it in earthquake hazard assessment.

机译:浅层地下地震噪声:在地震危险性评估中使用的方法。

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摘要

The primary focus of this work has been characterization of the shallow subsurface for seismic hazard using naturally occurring seismic noise. Three studies chronicle the further development of the refraction microtremor method for determining shear-wave velocity-depth structure, which is a predictor of earthquake shaking amplification. These studies present results from the first uses of the refraction microtremor method to determine earthquake hazard across entire urban basins. Improved field methods led to speed and efficiency in these deployments. These spatially dense geophysical measurements of shallow shear-wave velocity were conducted to broadly define shaking hazard and to determine the accuracy of earlier methods of prediction. The refraction microtremor method agrees well with borehole and other shear-velocity methods. In Chapter 2, I present results from the first long urban transect, 16 km across the Reno, Nevada basin. In 45 of the 55 (82%) measurements of shear velocity averaged to 30 m depth (Vs30) the result was above 360 m/s. The National Earthquake Hazards Reduction Program (NEHRP) defines Vs30 of 360 m/s as the boundary between site hazard class C and class D, with class C above 360 m/s. Mapped geologic and soil units are not accurate predictors of Vs30 on this transect, and would have predicted most of the transect as NEHRP-D. In Chapter 3, I present Vs30 results along a 13 km-long transect parallel to Las Vegas Blvd. (The Strip), along with borehole and surface-wave measurements of 30 additional sites. Again, our transect measurements correlate poorly against geologic map units, which do not predict Vs30 at any individual site with sufficient accuracy for engineering application. Two models to predict Vs30 were reported in this study. In Chapter 4, I present aggregate results from the Reno and Las Vegas transects and include results from our 60 km-long transect across the Los Angeles basin. Our statistical analyses suggest that the lateral heterogeneity of our shear-velocity transects can be characterized by fractal dimensions (D) within a narrow range. Appendix A gives results of tests of a small electromagnetic vibrator that I devised, which was driven by unusual waveforms.
机译:这项工作的主要重点是利用自然发生的地震噪声表征浅层地下地震危险。三项研究记载了用于确定剪切波速度-深度结构的折射微震方法的进一步发展,该方法是地震震荡放大的预测指标。这些研究提出了折射微震法首次用于确定整个城市流域地震危险的结果。改进的现场方法提高了这些部署的速度和效率。对浅层剪切波速度进行了这些空间密集的地球物理测量,以广泛地定义震动危险并确定早期预测方法的准确性。折射微震法与钻孔法和其他剪切速度法非常吻合。在第二章中,我介绍了第一个长城市样带的结果,该样带横跨内华达州里诺盆地16公里。在55个测量结果中,有45个(82%)平均剪切速度达到30 m深度(Vs30),结果高于360 m / s。美国国家地震减灾计划(NEHRP)将360 m / s的Vs30定义为场地危害C级和D级之间的边界,C级高于360 m / s。映射的地质和土壤单位不是该断面上Vs30的准确预测指标,并且将大多数断面预测为NEHRP-D。在第3章中,我介绍了Vs30沿平行于拉斯维加斯大道的13公里长样带的结果。 (地带),以及另外30个地点的钻孔和面波测量。同样,我们的样面测量结果与地质图单位之间的相关性很差,后者无法在任何单个站点上预测Vs30的精度,足以用于工程应用。这项研究报道了两种预测Vs30的模型。在第4章中,我介绍了里诺和拉斯维加斯样带的合计结果,并包括了整个洛杉矶盆地60公里长的样带的结果。我们的统计分析表明,我们的剪切速度样条的横向非均质性可以通过在狭窄范围内的分形维数(D)来表征。附录A给出了我设计的由异常波形驱动的小型电磁振动器的测试结果。

著录项

  • 作者

    Scott, James B.;

  • 作者单位

    University of Nevada, Reno.;

  • 授予单位 University of Nevada, Reno.;
  • 学科 Geophysics.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 159 p.
  • 总页数 159
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地球物理学;
  • 关键词

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