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Development of seismic site characterization method using harmonic wavelet analysis of wave (HWAW) method

机译:利用波浪(HWAW)方法谐波小波分析的地震位点特征方法的发展

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摘要

The new site characterization method using harmonic wavelet analysis of wave (HWAW) method was proposed. HWAW method based on time frequency analysis mainly uses the signal portion of the maximum local signal/noise ratio to evaluate the phase velocity and it can minimize the effects of noise. This method consists of three steps: field testing, evaluation of dispersion curve, and determination of V_s profile using single array inversion process. Field testing of this method is relatively simple and fast because one experimental setup which consists of one pair of receivers is needed to determine the dispersion curve of the whole depth. HWAW method use the near field information and can sample much deeper part of the site than the conventional phase unwrapping method. This method uses single array inversion which consider receiver location without increasing calculation time and complexities because the whole dispersion curve is determined from one experimental setup. To estimate the applicability of HWAW method, numerical simulations at layered soil and pavement profiles were performed. Field tests were also performed and shear wave velocity profiles obtained by HWAW method were compared with those by conventional SASW test and PS-suspension logging test. Through numerical simulations and field applications, the good potential of the proposed method is verified.
机译:提出了利用波(HWAW)方法的新现场表征方法。基于时间频率分析的HWW方法主要使用最大局部信号/噪声比的信号部分来评估相速度,并且它可以最小化噪声的影响。该方法由三个步骤组成:现场测试,对色散曲线评估,以及使用单阵列反转过程的V_S配置文件的确定。该方法的现场测试是相对简单且快速的,因为需要由一对接收器组成的一个实验设置来确定整个深度的分散曲线。 HWAW方法使用近场信息,并且可以比传统的相位展开方法更深入地样本。该方法使用单个阵列反转,其考虑接收器位置而不增加计算时间和复杂性,因为从一个实验设置确定整个色散曲线。为了估算HWAW方法的适用性,进行了分层土壤和路面型材的数值模拟。还进行了现场测试,并将通过HWAW方法获得的剪切波速度分布与常规SASW测试和PS悬架测井试验进行比较。通过数值模拟和现场应用,验证了所提出的方法的良好潜力。

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