首页> 外文会议>12th World Conference on Earthquake Engineering >EXAMINATION OF ESTIMATED SURFACE LAYER PROFILES BASED ON SOIL DATA AND MICROTREMOR RECORDS USING OBSERVED SEISMIC GROUND MOTIONS
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EXAMINATION OF ESTIMATED SURFACE LAYER PROFILES BASED ON SOIL DATA AND MICROTREMOR RECORDS USING OBSERVED SEISMIC GROUND MOTIONS

机译:基于土壤数据和微震记录的观测地面运动特征的观测地震运动

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The soil profile is one of the most important factors in earthquake engineering and is closely related to the earthquake damage. A microtremor test is one of the powerful means for inferring the soil profile from the viewpoint of simplicity and cost. In our project, microtremor tests are carried out at the ground surface of 341 locations in Nagoya City, and the horizontal-to-vertical spectral ratios (H/V spectra) of microtremors have been calculated. H/V spectra are classified into seven categories from the viewpoint of the spectral shapes, and soils in Nagoya City are also classified into seven groups from the viewpoint of the topography and the geology based on existing soil data. The relationship between the shapes of H/V spectra and the soil profiles is examined. Then the acceleration Fourier spectra of the seismic ground motions at 48 locations in Nagoya City are also classified into seven groups from the viewpoint of the shapes and the predominant frequencies of Fourier spectra. It is clearly seen that the distribution shape of the acceleration Fourier spectra is very much similar to the shape of the H/V spectra of the same locations. The possibility of estimating the soil profile and predicting the seismic ground motion based on the microtremor observations is pointed out. The estimated depth of the top of the seismic bedrock based on the H/V spectra and the rough average of shear wave velocities has a good accuracy. The estimated depth of the top of the engineering bedrock based on the H/V spectra and the rough average of shear wave velocities is deeper than the depth of the top of the AMA-YATOMI layers. It can be said that the estimated depth corresponds to that of the third gravel layer within the AMA-YATOMI layers.
机译:土壤剖面是地震工程中最重要的因素之一,与地震破坏密切相关。从简单性和成本的角度来看,微震试验是推断土壤剖面的有力手段之一。在我们的项目中,在名古屋市的341个地点的地面进行了微震试验,并计算了微震的水平与垂直光谱比(H / V光谱)。从光谱形状的观点出发,将H / V光谱分为7类,根据地形和地质学的观点,根据现有的土壤数据,将名古屋市的土壤分为7类。检查了H / V谱的形状与土壤剖面之间的关系。然后,从名古屋市的形状和主要频率的观点出发,将名古屋市48个地点的地震地震动的加速度傅里叶光谱也分为7组。可以清楚地看到,加速度傅立叶光谱的分布形状与相同位置的H / V光谱的形状非常相似。指出了基于微震观测估计土壤剖面和预测地震地震动的可能性。基于H / V谱和剪切波速度的粗略平均值估计的地震基岩顶部的深度具有良好的精度。根据H / V谱和剪切波速度的粗略平均值估算的工程基岩顶部的深度比AMA-YATOMI层顶部的深度深。可以说,估计深度对应于AMA-YATOMI层内第三砾石层的深度。

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