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Interpretation of microtremor 2D array data using Rayleigh and Love waves: The case study of Bevagna (central Italy)

机译:使用瑞利波和洛夫波解释微震二维阵列数据:贝瓦尼亚的案例研究(意大利中部)

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In the last decades, geophysicists and seismologists have focused their attention on the inversion of empirical surface-waves' dispersion curves from microtremor measurements for estimating the S-wave velocity structure at a site. This procedure allows a fast and convenient investigation without strong active sources, which are difficult to deploy especially in urban areas. In this study we report on a 2D seismic noise array experiment carried out at Bevagna (central Italy) near the station BVG of the Italian Accelerometric Network (RAN). The site was investigated within the DPC-INGV S4 Project (2007-2009). The Rayleigh- and Love-waves dispersion characteristics were estimated using different methods. The inversion of the dispersion curves was then performed independently, obtaining two estimations for the S-wave velocity profiles. The results of cross-hole logging near the seismic station are used for a comparison. The shear-wave velocity profiles estimated by microtremor analyses range up to 150 m depth. The two independent procedures provide consistent shear-wave velocity profiles for the shallow part of the model (20-30 m in depth) in agreement with the results of the cross-hole logging. Some problems arise between 30-40 m in depth in the profile estimated by surface waves. In this range cross-hole logging evidences an inversion of the S-wave velocity. Although the cross-hole logging stops at 40 m of depth, we are confident about the results provided by the Rayleigh-wave analysis below 40-50 m. This case study suggests that greater efforts should be devoted to exploit the potential of a coupled analysis of Rayleigh and Love waves from microtremor array measurements.
机译:在过去的几十年中,地球物理学家和地震学家将注意力集中在从微震测量中反演经验面波的频散曲线以估计现场的S波速度结构。该程序可以快速方便地进行调查,而无需强大的活动源,而这些活动源尤其在城市地区很难部署。在这项研究中,我们报告了在意大利加速度计网络(RAN)的BVG站附近的Bevagna(意大利中部)进行的2D地震噪声阵列实验。在DPC-INGV S4项目(2007-2009年)内对该站点进行了调查。使用不同的方法估算了瑞利波和洛夫波的色散特性。然后分别进行色散曲线的反演,获得S波速度剖面的两个估计。将地震台站附近的跨孔测井结果用于比较。通过微震分析估计的剪切波速度分布范围可达150 m深度。两种独立的程序为模型的浅层部分(深度20-30 m)提供了一致的横波速度剖面,这与跨孔测井的结果一致。由表面波估计的剖面深度在30-40 m之间会出现一些问题。在此范围内,跨孔测井证明了S波速度的倒转。尽管跨孔测井停止在40 m的深度,但我们对40-50 m以下的瑞利波分析提供的结果充满信心。该案例研究表明,应该更加努力地利用微震阵列测量结果对瑞利波和洛夫波进行耦合分析的潜力。

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