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New developments in ambient noise analysis to characterise the seismic response of landslide-prone slopes

机译:环境噪声分析中的新发展,以表征滑坡 - 俯卧斜坡的地震反应

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We report on new developments in the application of ambient noise analysis applied to investigate the dynamic response of landslide-prone slopes to seismic shaking, with special attention to the directional resonance phenomena recognised in previous studies. These phenomena can be relevant for seismic slope susceptibility, especially when maximum resonance orientation is close to potential sliding directions. Therefore, the implementation of an effective technique for site response directivity detection is of general interest. In this regard methods based on the calculation of horizontal-to-vertical noise spectral ratio (HVNR) are promising. The applicability of such methods is investigated in the area of Caramanico Terme (central Italy), where ongoing accelerometer monitoring of slopes with different characteristics offers the possibility of validation of HVNR analysis. The noise measurements, carried out in different times to test the result repeatability, revealed that sites affected by response directivity persistently show major peaks with a common orientation, consistent with the resonance direction inferred from accelerometer data. In some cases such a directivity turned out parallel to maximum slope direction, but this cannot be considered a systematic feature of slope dynamic response. At sites where directivity is absent, the HVNR peaks do not generally show a preferential orientation, with rare exceptions that could be linked to the presence of temporarily active sources of polarised noise. The observed variations of spectral ratio amplitude can be related to temporal changes in site conditions (e.g. groundwater level/soil water content variations affecting P wave velocity and Poisson's ratio of surficial layer), which can hinder the recognition of main resonance frequencies. Therefore, we recommend conducting simultaneous measurements at nearby sites within the same study area and repeating measurements at different times in order to distinguish significant systematic polarisation caused by site-specific response directivity from polarisation controlled by properties of noise sources. Furthermore, an analysis of persistence in noise recordings of signals with systematic directivity showed that only a portion of recordings contains wave trains having a clear polarisation representative of site directional resonance. Thus a careful selection of signals for HVNR analysis is needed for a correct characterisation of site directional properties.
机译:我们报告了应用环境噪声分析应用的新发展,以研究滑坡 - 俯卧斜率对地震摇动的动态响应,特别注意先前研究中认识到的定向共振现象。这些现象可以与地震斜率易感性相关,特别是当最大谐振取向接近电位滑动方向时。因此,实现现场响应方向性检测有效技术的实现是一般的兴趣。在这方面基于计算水平到垂直噪声谱比(HVNR)的方法是有前途的。这些方法的适用性在Caramanico Terme(意大利中部)的地区进行了研究,其中持续加速度计监测具有不同特性的斜坡提供了验证HVNR分析的可能性。在不同时间进行以测试结果重复性的噪声测量显示,受响应方向影响的位点持续地显示具有共同取向的主要峰,与从加速度计数据推断的共振方向一致。在某些情况下,这种方向性与最大斜面方向平行,但这不能被认为是斜坡动态响应的系统特征。在不存在方向性的位置,HVNR峰通常不显示优先定位,并且罕见的例外情况可能与临时主动噪声源的存在相关联。观察到的光谱比幅度的变化可以与现场条件的时间变化有关(例如,影响P波速度的地下水位/土壤水含量变化,影响P波速度和幼稚层的比例),这可能阻碍主谐振频率的识别。因此,我们建议在同一研究区域内的附近站点进行同时测量,并在不同时间重复测量,以便区分由由噪声源的性质控制的位点特异性响应方向导致引起的显着系统极化。此外,系统方向性信号噪声记录的持久性分析表明,只有一部分录制包含具有具有位点方向共振的明显偏振的波列。因此,需要仔细选择用于HVNR分析的信号,以进行现场方向性的正确表征。

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