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Site Effect Assessment in Ulaanbaatar, Mongolia through Inversion Analysis of Microtremor H/V Spectral Ratios

机译:通过微震H / V光谱比的反演分析评估蒙古乌兰巴托的场地效应

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Due to the population growth and urban sprawl in Ulaanbaatar city (UB), Mongolia, hazard and risk analysis for future earthquakes have become an important issue for disaster mitigation planning. Evaluation of a site effect is one of the essential parts of the earthquake hazard estimation in this area. The site effect can be evaluated by site amplifications calculated from shear-wave velocity ( V S ) models including from bedrock to surface layers. However, it is difficult to assess the pattern of the site effects in UB because shallow mostly up to 15 m and a small number of investigated V S models are available in previous studies. In this study, the V S models are estimated using microtremor data at 50 sites and inversion analysis is applied to the observed data in order to evaluate site amplifications in UB. In particular, the joint inversion technique based on a diffuse field approach is applied to estimate the V S structures at three sites using the observed horizontal-to-vertical (H/V) spectral ratios and surface wave phase velocities obtained by Odonbaatar (2011). The rest of the sites are estimated by the single inversion technique using the observed microtremor H/V spectral ratios considering the results of the joint inversions. The seismic microzoning in UB is performed based on the site amplifications computed from the inverted V S models to characterize the pattern of seismic hazard. The result shows the largest site amplification zone is computed along the Tuul river in the southeastern part of UB.
机译:由于蒙古乌兰巴托市(UB)的人口增长和城市扩张,对未来地震的危害和风险分析已成为减灾规划的重要问题。场地效应的评估是该地区地震危险性评估的重要部分之一。可以通过从包括基岩到表层在内的剪切波速度(VS)模型计算出的位点放大来评估位点效应。但是,很难评估UB中场地效应的模式,因为以前的研究大多提供了最浅的,最长达15 m的浅层V S模型。在这项研究中,使用50个位点的微震数据估算了V S模型,并将反演分析应用于观测到的数据,以评估UB中的位点扩增。特别是,基于观测到的水平到垂直(H / V)光谱比和由Odonbaatar(2011)获得的表面波相速度,基于扩散场方法的联合反演技术被应用于估计三个位置的V S结构。考虑到联合反转的结果,使用观测到的微震H / V频谱比,通过单次反转技术估算其余位置。 UB中的地震微区划分是根据从倒置的V S模型计算得出的场地放大率进行的,以表征地震危险性的模式。结果表明,最大的站点扩增带是沿UB东南部的Tuul河计算的。

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