Site Characterization and Shallow Shear Velocity through HVSR Measurements around the Hyderabad Metropolitan Region, India

IF 1.2 4区 地球科学 Q3 GEOSCIENCES, MULTIDISCIPLINARY
K. Sivaram, Prantik Mandal, Rahul Biswas, B. Prasad, M. S. Dixith, S. Madhusudhan
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Abstract

We investigate the site characterization and shallow shear velocity profiles from the analysis of the Horizontal to Vertical Spectral ratio (HVSR) around the Hyderabad metropolitan region (HMR), which falls under the southern Indian shield. This work uses both the ambient noise and microearthquake data to compute the HVSR, and additionally the Random Decrement technique to compute the HVSR of extracted Rayleigh waves. This study indicates comparable HVSR curves at each station with the three different datasets, from which we obtain the average dominant frequency (f0) and amplification value (A0). They are further used to calculate the seismic vulnerability index value (Kg). We observe that the value of f0 around the HMR is not fixed, but is varying in the range of 3.4 to 18 Hz, whereas the value of A0 is in the range of 1.7 to 12 approximately and Kg in the range of 0.16 to 1.68 approximately, with an exception of ∼ 33 at VKB (Vikarabad) station, which may be due to a local unconsolidated sub-surface structure. Based on the Diffused Field Assumption (DFA), we invert the average HVSR curves and average dispersion curves of Rayleigh waves, and provide the shallow shear velocity profiles up to 300 m, along with an approximate estimate of VS30 (in upper 30 m depth). The estimated VS30 values vary between 911 to 3143 m/s, falling under the classifications A and B (mostly Hard Rock and Rock type) of National Earthquake Hazards Reduction Program (NEHRP) (BSSC, 2001). However, our study shows some stations with shear velocity inversions at shallow depths within 300 m, indicating layers of low velocity, needing further study. In the absence of detailed near-surface findings, these findings are valuable inputs for geotechnical engineering studies and urban-city planning around the HMR, and emphasizes the effectiveness the HVSR method to determine sub-surface topography and/or unknown soil structures as an economical investigation viability.
通过 HVSR 测量印度海得拉巴大都市区周围的场地特征和浅层剪切速度
我们通过分析海得拉巴都会区(HMR)周围的水平与垂直频谱比(HVSR)来研究场地特征和浅层剪切速度剖面,海得拉巴都会区位于印度南部地盾之下。这项工作使用环境噪声和微地震数据来计算 HVSR,另外还使用随机递减技术来计算提取的瑞利波的 HVSR。这项研究利用三个不同的数据集显示了每个台站的可比 HVSR 曲线,并从中获得了平均主频 (f0) 和放大值 (A0)。我们进一步利用它们来计算地震易损性指数值 (Kg)。我们观察到,HMR 附近的 f0 值并不固定,而是在 3.4 至 18 Hz 范围内变化,而 A0 值约在 1.7 至 12 之间,Kg 值约在 0.16 至 1.68 之间,但 VKB(维卡拉巴德)台站的 ∼ 33 值除外,这可能是由于当地未固结的地下结构造成的。根据扩散场假设(DFA),我们反演了雷利波的平均 HVSR 曲线和平均频散曲线,并提供了 300 米以内的浅层剪切速度剖面以及 VS30(上 30 米深度)的近似估算值。估算的 VS30 值介于 911 至 3143 m/s 之间,属于国家地震灾害减灾计划(NEHRP)的 A 类和 B 类(主要是硬岩和岩石类型)(英国地震局,2001 年)。然而,我们的研究显示,一些站点在 300 米以内的浅层出现了剪切速度反常现象,表明存在低速层,需要进一步研究。在缺乏详细的近地表研究结果的情况下,这些研究结果对高海拔地区的岩土工程研究和城市规划具有重要的参考价值,同时也强调了 HVSR 方法在确定次表层地形和/或未知土壤结构方面的有效性,是一种经济可行的勘测方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of the Geological Society of India
Journal of the Geological Society of India 地学-地球科学综合
CiteScore
2.20
自引率
7.70%
发文量
233
审稿时长
6 months
期刊介绍: The Journal aims to promote the cause of advanced study and research in all branches of geology connected with India, and to disseminate the findings of geological research in India through the publication.
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