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Seismic response and wavefield characterization using a very dense 2D seismic array on an active landslide (Cavola, Italy)

机译:在活动滑坡上使用非常密集的二维地震阵列进行地震响应和波场表征(Cavola,意大利)

摘要

A dense 2D array (95 broad-band stations) was installed in a grid-like configuration over a 130x56 m area on the active landslide of Cavola in northern Apennines. Outcropping rocks consist of Monte Piano (fractured flysch and clayey melanges) and Ranzano (muddy and sandstone turbidite) formations of Eocene-Oligocene age. These units are covered by a 4-km long landslide with maximum thickness more than 60 m. In historical times there are three instances of activity triggered by meteorological events, in 1938, 1940, and 1960. The latter event was the most damaging, involving an area of 1.3 km2 and partial destruction of the Cavola village. Recent SAR interferometric analyses coupled to inclinometer data for the supposedly dormant period 1995-2001 show movements between 10-15 mm/yr affecting mainly areas close to the landslide side-scarps and to a new industrial district with active sliding surface at a depth of 10-15 m. The landslide structure beneath the array was reconstructed by means of active and passive seismic surveys, in-situ velocity measurements and geoelectrical tomography obtaining clay thickness ranging from 0 to 45 m and with average shear-velocity of 350 m/s. The inferred model is used for numerical 2D simulation of earthquake ground motion for different incidence angle and type of waves. The data from 11 of more than 100 local earthquakes recorded at the array have been used for the comparison with model results. The long data records (3 months of continuous recording) allow investigation of properties of ambient noise in terms of temporal stability and wavefield composition. We find that local industrial sources affect the H/V spectral ratios and their interpretation in terms of resonant frequencies. Analysis of noise polarization is also performed, revealing different patterns depending on the nature of the noise source.
机译:一个密集的二维阵列(95个宽带站)以网格状配置安装在亚平宁山脉北部卡沃拉活动滑坡上130x56 m的区域上。露头岩石由始新世-渐新世时代的蒙地亚诺(破碎的复理石和黏土混杂岩)和朗萨诺(泥质和砂岩浊度)组成。这些单元被4公里长的滑坡所覆盖,最大厚度超过60 m。在历史时期,分别在1938年,1940年和1960年发生了三起由气象事件引发的活动。后一事件是破坏性最大的事件,涉及面积1.3平方公里,并对卡沃拉村造成了部分破坏。最近的SAR干涉测量分析以及1995-2001年休眠期间的测斜仪数据显示,运动在10-15 mm / yr之间/年,主要影响靠近滑坡侧-的区域以及新的工业区域,该区域的活动滑动面深度为10 -15 m。通过主动和被动地震勘测,原位速度测量和地电层析成像技术重建了阵列下方的滑坡结构,得到的粘土厚度范围为0至45 m,平均剪切速度为350 m / s。推断的模型用于不同入射角和波类型的地震地面运动的二维二维模拟。在阵列上记录的来自100多个地方地震中的11个的数据已用于与模型结果进行比较。较长的数据记录(连续记录3个月)可以根据时间稳定性和波场组成来研究环境噪声的属性。我们发现本地工业源会影响H / V频谱比及其对共振频率的解释。还执行了噪声极化分析,根据噪声源的性质揭示了不同的模式。

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