Fine Shear-Wave Velocity Structures of Subsurface beneath the Guangdong–Hong Kong–Macao Greater Bay Area with Dense Seismic Array and SPAC Method

QiAn Pan, Xuzhang Shen, Xiuwei Ye, Liwei Wang
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Abstract

We apply the spatial autocorrelation (SPAC) method to construct the 3D subsurface shear-wave velocity structure model using the short-period dense seismic array (containing 725 nodal geophones) located at the Guangdong–Hong Kong–Macao Greater Bay area (GBA). We first divided the dense array into numerous subarrays, with each subarray consisting of nine nodal geophones, and obtained 562 subarrays that can provide 1D VS profiles of the same quantity. Then, the SPAC method and genetic algorithm are utilized to extract the dispersion curve of the Rayleigh wave from the raw microtremor data and invert VS structure, respectively. Finally, a 3D VS structure model from the surface to 3.3 km depth is derived by combining all 1D VS structures. Relatively low-velocity anomalies above 700 m are considered unconsolidated shallow sediments as well as relatively high-velocity anomalies beneath 1100 m are attributed to consolidated granite bedrock. Meanwhile, low-velocity anomalies that are identified through the vertical VS profile at a depth of about 900–3000 m can be contributed to the fractured zone, and striped low-velocity anomalies in the horizontal VS maps reveal the location of the deeply buried faults in the study area. The results also mean that the SPAC method combined with the records of short-period dense seismic array can be effectively applied to image subsurface structures in high-populated urban area. The development of this noise-resistance and environment-friendly geophysical technique provides a reliable and effective way to explore the complicated subsurface geological structures, which is of great significance to urban engineering construction and earthquake disaster reduction work in densely populated urban agglomerations.
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利用密集地震阵列和 SPAC 方法研究粤港澳大湾区地下的精细剪切波速度结构
利用位于粤港澳大湾区(GBA)的短周期地震密集阵(包含725个节点检波器),采用空间自相关(SPAC)方法构建了三维地下剪切波速度结构模型。我们首先将密集地震阵划分为许多子阵,每个子阵由 9 个节点检波器组成,得到了 562 个子阵,这些子阵可以提供相同数量的一维 VS 剖面。然后,利用 SPAC 方法和遗传算法分别从原始微震数据中提取瑞利波的频散曲线和反演 VS 结构。最后,结合所有一维 VS 结构,得出了从地表到 3.3 千米深度的三维 VS 结构模型。700米以上的相对低速异常被认为是未固结的浅层沉积物,而1100米以下的相对高速异常则被认为是固结的花岗岩基岩。同时,通过垂直VS剖面发现的约900-3000米深度的低速异常可能是断裂带的结果,而水平VS图中的条状低速异常则揭示了研究区域深埋断层的位置。研究结果还表明,结合短周期密集地震阵记录的 SPAC 方法可以有效地应用于人口稠密的城市地区的地下结构成像。这种抗噪声、环境友好型地球物理技术的发展,为探索复杂的地下地质构造提供了可靠有效的方法,对人口密集城市群的城市工程建设和防震减灾工作具有重要意义。
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