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

机译:环境噪声分析的新发展,以表征易发生滑坡的地震反应

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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:我们报告了环境噪声分析应用的新进展,该研究用于研究滑坡易发斜坡对地震震动的动力响应,并特别关注先前研究中公认的定向共振现象。这些现象可能与地震坡度敏感性有关,特别是当最大共振方向接近潜在的滑动方向时。因此,实现站点响应方向性检测的有效技术是人们普遍关注的问题。在这方面,基于水平与垂直噪声频谱比(HVNR)计算的方法是有前途的。在卡拉马尼科泰尔梅(意大利中部)地区研究了这种方法的适用性,该地区对具有不同特征的斜坡进行的加速度计持续监测为验证HVNR分析提供了可能。在不同时间进行的噪声测量用于测试结果的可重复性,结果表明,受响应方向性影响的位置持续显示具有共同方向的主峰,该主峰与从加速度计数据推断出的共振方向一致。在某些情况下,这种方向性平行于最大坡度方向,但不能认为是坡度动态响应的系统特征。在没有方向性的位置,HVNR峰通常不会显示优先方向,只有极少数的例外可能与极化噪声的临时活动源有关。观测到的谱比振幅变化可能与现场条件的时间变化有关(例如,地下水位/土壤含水量变化影响 P 波速和表层泊松比),这可能会妨碍对主共振频率。因此,我们建议在同一研究区域内的附近站点同时进行测量,并在不同时间重复进行测量,以区分由特定于站点的响应方向性引起的显着系统极化与受噪声源特性控制的极化。此外,对具有系统方向性的信号的噪声记录的持久性分析表明,只有一部分记录包含具有清晰极化的波列,这些极化代表了位置方向共振。因此,需要正确选择用于HVNR分析的信号,以正确表征站点方向特性。

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