首页> 外文学位 >Predicting earthquake ground shaking due to one-dimensional soil layering and three-dimensional basin structure in SW British Columbia, Canada.
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Predicting earthquake ground shaking due to one-dimensional soil layering and three-dimensional basin structure in SW British Columbia, Canada.

机译:预测加拿大不列颠哥伦比亚西南部一维土壤分层和三维盆地结构引起的地震地面震动。

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摘要

This thesis develops and explores two methodologies to assess earthquake ground shaking in southwestern British Columbia based on 1D soil layering and 3D basin structure. To assess site response based on soil layering, microtremor array measurements were conducted at two sites of contrasting geology to estimate Rayleigh-wave dispersion curves. A Bayesian inversion algorithm is developed to invert the dispersion data for the shear-wave velocity (VS) profile together with quantitative uncertainty estimates, accounting rigorously for data error covariance and model parameterization selection. The recovered VS profiles are assessed for reliability by comparison with invasive VS measurements at each site with excellent agreement. Probabilistic site response analysis is conducted based on a sample of VS profiles drawn from the posterior probability density of the microtremor inversion. The quantitative uncertainty analysis shows that the rapid and inexpensive microtremor array method provides sufficient resolution of soil layering for practical characterization of earthquake ground motion.;To assess the effects of 3D Georgia basin structure on long-period (> 2 s) ground motion for large scenario earthquakes, numerical 3D finite difference modelling of viscoelastic wave propagation is applied. Both deep (> 40 km) subducting Juan de Fuca plate and crustal (5 km) North America plate earthquakes are simulated in locations congruent with known seismicity. Simulations are calibrated by comparing synthetic waveforms with 36 selected strong- and weak-motion seismograms of the 2001 MW 6.8 Nisqually earthquake. The ratio between predicted peak ground motions in models with and without Georgia basin sediments is applied as a quantitative measure of basin amplification. Steep edges in the upper 1 km of the northwest and southeast extents of the basin are coincident with the appearance of surface waves. Focussing of north-to-northeast propagating surface waves by shallow ( 1 km) basin structure increases ground motion in a localized region of southern Greater Vancouver. This effect occurs for both types of earthquakes located south-southwest of Vancouver at distances greater than ~80 km. The predicted shaking level is increased up to 17 times and the duration of moderate shaking (> 3.4 cm/s) is up to 16 times longer due to the 3D Georgia basin structure.
机译:本文基于一维土壤分层和三维盆地结构,开发和探索了两种评估不列颠哥伦比亚西南部地震地面震动的方法。为了评估基于土壤分层的场地响应,在两个对比地质地点进行了微震阵列测量,以估计瑞利波频散曲线。开发了一种贝叶斯反演算法,可将剪切波速度(VS)曲线的色散数据与定量不确定性估计值进行反演,并严格考虑数据误差的协方差和模型参数化选择。通过与每个站点的侵入性VS测量值进行比较,评估恢复的VS轮廓的可靠性,并取得极好的一致性。基于从微震倒置的后验概率密度得出的VS轮廓样本进行概率性部位反应分析。定量不确定性分析表明,快速而廉价的微震阵列方法为实际表征地震地震动提供了足够的土壤分层分辨率。评估3D佐治亚盆地结构对大范围长时间(> 2 s)地震动的影响如果发生地震,则应用粘弹性波传播的数值3D有限差分建模。在与已知地震活动性一致的位置模拟了深层(> 40 km)俯冲的胡安·德富卡板块和地壳(5 km)北美板块地震。通过将合成波形与2001年MW 6.8级Nisqually地震的36个选定的强震动和弱震动地震图进行比较,对模拟进行了校准。在有和没有佐治亚盆地沉积物的模型中预测的峰值地面运动之间的比率被用作盆地放大的定量度量。该盆地西北和东南范围的上1 km的陡峭边缘与表面波的出现相吻合。浅(<1 km)盆地结构对从北向东北传播的面波的聚焦会增加大温哥华南部局部区域的地面运动。对于距离温哥华约西南80公里以上的两种类型的地震,都会发生这种影响。由于3D乔治亚盆地的结构,预计的摇动水平增加了17倍,中度摇动(> 3.4 cm / s)的持续时间延长了16倍。

著录项

  • 作者

    Molnar, Sheri.;

  • 作者单位

    University of Victoria (Canada).;

  • 授予单位 University of Victoria (Canada).;
  • 学科 Geophysics.
  • 学位 Ph.D.
  • 年度 2011
  • 页码 161 p.
  • 总页数 161
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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