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SEISMOLOGICAL MEASUREMENTS FOR SITE EFFECT NVESTIGATION IN THE VAR VALLEY, NICE, FRANCE

机译:法国尼斯(Nice)瓦尔谷(Val valley)现场效果调查的地震测量

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Quantitative assessment of site effects, is a major issue in seismic hazard and engineering seismology studies. The frequency dependent site amplifications, observed since decades during the past earthquakes over the world, are known to be mainly caused by reverberations and resonance effects of S-waves within unconsolidated sediments overlaying stiffer formations. We carried out several seismological investigations of site effects in the Var Valley near the city of Nice, southeastern France. The valley is less than 1 km width but previous geophysical and geotechnical studies show that the bedrock could be reached at a maximum of about 200 m depth. In the studied area, the sediments are mainly composed of sand and gravel layers overlaying Pliocene marl. In order to investigate the effect of this sedimentary filling, two kinds of field experiment were set up through the sedimentary basin during 2005 and 2006. Firstly, several profile of ambient vibration recordings were done through the valley in order to apply the Nakamura's technique and estimate the resonance frequency of the soil column beneath the recording points. We also used array technique in order to estimate the Rayleigh waves dispersion characteristics from ambient vibrations recordings. The inversion of the observed dispersion curves allows us to recover the shear wave velocity profiles of the subsurface. The H/V ratios exhibit amplifications down to 0.5 Hz in the centre of the valley and the shear wave velocity in the sediments is estimated close to 300 m/s. These results are in good agreement with geotechnical observations and 1D linear-equivalent modelling. Secondly, a temporary array of 10 broadband velocimeters was deployed in order to record the surrounding seismicity. These data help us defining transfer functions by the computation of spectral ratio between the recordings at a reference station located on rock site and the ones obtained with the station located in the basin. Resonance frequency in the valley is observed between 1 Hz and 4.1 Hz.
机译:现场影响的定量评估是地震灾害和工程地震学研究中的一个主要问题。自数十年来在世界各地的地震中观察到的频率相关的位置放大现象,主要是由S波在覆盖较硬地层的未固结沉积物中的混响和共振效应引起的。我们在法国东南部尼斯市附近的瓦尔河谷进行了数次场地影响的地震学调查。山谷的宽度小于1 km,但是先前的地球物理和岩土工程研究表明,基岩的最大深度约为200 m。在研究区,沉积物主要由上新世泥灰岩覆盖的砂砾层组成。为了研究这种沉积物充填的影响,在2005年和2006年对沉积盆地进行了两种野外试验。首先,为了应用Nakamura的技术并估算了整个山谷的环境振动记录,记录点下方土柱的共振频率。我们还使用了阵列技术,以便根据环境振动记录来估计瑞利波的色散特性。观测到的色散曲线的反演使我们能够恢复地下的剪切波速度剖面。 H / V比在谷中心显示低至0.5 Hz的放大率,并且沉积物中的剪切波速度估计接近300 m / s。这些结果与岩土观测和一维线性等效模型很好地吻合。其次,部署了10个宽带测速仪的临时阵列,以记录周围的地震活动。这些数据通过计算位于岩石站点上的参考站与通过盆地中的站点获得的记录之间的光谱比来帮助我们定义传递函数。谷底的谐振频率在1 Hz至4.1 Hz之间。

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