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Geophysical measurements for site effects characterisation in the urban area of Girona, Spain

机译:西班牙赫罗纳市区地区现场效应特征的地球物理测量

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Amplitude level, duration, and spectral content of earthquake ground motions are strongly influenced by local soil conditions. Reliable estimation of site effects is, therefore, crucial in order to avoid damage to infrastructures and mitigate other losses. Traditional geophysical exploration techniques are restricted in urban environments due to the presence of anthropogenic noises causing low seismic signal-to-noise ratio and other logistical issues. These problems are even more critical when the maximum investigation depth extends to hundreds of metres. The city of Girona, located in northeastern Spain, has seismic hazard represented by a peak ground acceleration value of 0.08 g for a return period of 500 years. The city was built at the confluence of four rivers, generating a complex surface geology with bedrock outcrops and the presence of stiff soils, soft soils, and also a volcanic basalt layer. This paper presents the results of the geophysical work, which was carried out in order to characterise the soil layers present in the urban area of Girona. All information obtained in this research will be useful in computing the amplification of ground motion and to perform microzonation studies. We have obtained the shear-wave velocity profile in the study area using a combination of seismic noise array and multichannel analysis of surface waves techniques. Using the horizontal-to-vertical spectral ratio method, we have obtained the soil fundamental frequency. The combination of shear-wave velocity and values of soil fundamental frequency provides a complete map of the bedrock topography. The expected velocity inversion due to the presence of shallow basalt flow has been targeted. Electrical resistivity tomography is found to be suitable to define the volcanic basalt thickness. This thickness value is used to constrain the inversion of surface wave dispersion curves and reduce shear-wave velocity uncertainty. The new methodology overcomes the limitations that are ty
机译:地震地面运动的振幅水平,持续时间和光谱含量受到局部土壤条件的强烈影响。因此,可靠地估计现场效应是至关重要的,以避免对基础设施的损害并减轻其他损失。由于存在的人为噪声存在,传统地球物理勘探技术在城市环境中受到限制,导致抗震信噪比和其他后勤问题。当最大调查深度延伸到数百米时,这些问题更为关键。位于西班牙东北部的赫罗纳市,在返回500年的返回期的峰接地加速度值为0.08g的地震危险。该市建于四河汇合,用基岩露头产生复杂的地质地质,并存在硬土,软土壤,以及火山玄武岩层。本文介绍了地球物理工作的结果,以表征赫罗纳市区的土壤层。本研究中获得的所有信息都可用于计算地面运动的放大并进行微微谐振研究。我们使用地震噪声阵列的组合和表面波技术的多通道分析获得了研究区域的剪切波速度曲线。采用水平垂直光谱比例,我们已经获得了土壤基频。剪切波速度和土壤基波频率值的组合提供了基岩地形的完整地图。靶向浅玄武岩流量引起的预期速度反转。发现电阻率断层扫描适合定义火山玄武岩厚度。该厚度值用于约束表面波色散曲线的反转并减少剪切波速度不确定性。新方法克服了TY的局限性

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