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Advances and problems in understanding the seismic response of potentially unstable slopes

机译:在理解潜在不稳定斜坡的地震反应方面的进展和问题

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The influence of site effects on landslide triggering during earthquakes has been inferred in several studies, but its evaluation is made difficult by the complexity of factors controlling the dynamic response of potentially unstable slopes and also by the lack of local ground motion instrumental observations. This work explores this problem and reports new findings based on an ongoing long term accelerometric monitoring conducted on a landslide-prone test area in the Apennine Mountains, Italy, where the presence of site effects enhancing seismic susceptibility of local slopes has been invoked on the basis of historic accounts of landsliding triggered at large epicentral distance. The recordings relative to low-to-moderate magnitude earthquakes showed significant amplifications affecting hillslope portions covered by thick (N5 m) colluvia and pronounced amplification maxima oriented along the local maximum slope direction on a recent deep-seated landslide. While the amplifications seem most likely linked to high impedance contrast between surface materials and underlying substratum, the causes of directivity are less clear. The case of the monitored test site together with evidence of site response directivity identified on other hillslopes, suggest that the directivity phenomena can result from a combination of topographic, lithological and structural factors that act together to re-distribute shaking energy, focusing it on site-specific directions. Thus, it is difficult to single out the critical factors controlling such phenomena and no general criterion for the identification of sites affected by directivity is proposed here. Nevertheless, the presence and orientation of site response directivity can be revealed through reconnaissance techniques by using recordings of seismic weak motion and/or ambient microtremors, and calculating azimuthal variation of shaking energy and horizontal-to-vertical ground motion spectral ratios. A comparison with the recordings obtained during the recent MW=6.3 earthquake that hit the Abruzzo region in April 2009 demonstrated that analysis relying on data from low energy events can furnish valid indications for slope behaviour also under stronger shaking, provided the data are well differentiated in terms of distance, azimuth and source characteristics. Furthermore, the comparative analysis of the Abruzzo earthquake recordings at a landslide and reference sites showed that directivity properties of strong shaking had been correctly anticipated using earlier weak motion observations. However, under the complex slope conditions the identification of resonance frequencies from horizontal-to-vertical spectral ratios estimated from weak-motion accelerometric recordings does not seem reliable, and better results have been obtained by velocimetric microtremor recordings.
机译:在一些研究中已经推断出了场地效应对地震触发滑坡的影响,但是由于控制潜在不稳定斜坡的动力响应的复杂性以及缺乏当地地面运动仪器的观测,使得其评估变得困难。这项工作探索了这个问题,并基于在意大利亚平宁山的滑坡易发性试验区进行的长期加速度计监测而得出的新发现,在此基础上,已经提出了增强局部斜坡地震敏感性的场地效应。大震中距离触发滑坡的历史记录。相对于中低地震的记录显示,最近的深部滑坡发生了明显的放大作用,影响了被厚厚(N5 m)的colluvia覆盖的山坡部分,并沿着局部最大坡度方向定向了明显的放大最大值。尽管放大似乎最有可能与表面材料和底层之间的高阻抗对比度有关,但方向性的原因尚不清楚。受监视的测试地点的情况以及在其他山坡上确定的地点响应方向性的证据表明,方向性现象可能是由地形,岩性和结构因素共同作用而产生的,它们共同作用以重新分配振动能量,并将其集中在现场特定的方向。因此,很难选出控制这种现象的关键因素,这里没有提出用于识别受方向性影响的地点的一般标准。尽管如此,通过使用地震弱运动和/或周围微震的记录,并计算震动能量的方位角变化和水平到垂直的地震动频谱比,可以通过侦察技术揭示站点响应方向性的存在和方向。与最近一次在2009年4月袭击阿布鲁佐地区的6.3兆瓦地震中获得的记录进行的比较表明,依靠低能事件数据进行的分析也可以在强烈震动的情况下为斜坡行为提供有效的指示,前提是这些数据在距离,方位角和震源特性。此外,对滑坡和参考地点的阿布鲁佐地震记录的比较分析表明,使用较早的弱运动观测可以正确预期强震的方向性。然而,在复杂的斜坡条件下,从弱运动加速度记录估计的水平与垂直频谱比中识别共振频率似乎不可靠,并且通过测速微震记录获得了更好的结果。

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