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Site amplification within the Mississippi embayment of the central United States: Investigation of possible differences among various phases of seismic waves and presence of basin waves

机译:美国中部密西西比河沿岸的场地放大:调查地震波各相之间可能存在的差异以及盆地波的存在

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The impact of unconsolidated sedimentary basins on ground motion amplification is of particular interest for earthquake engineers and seismologists. The Mississippi embayment (ME) of the New Madrid seismic zone, located in the central United States, is covered with a thick layer of unconsolidated soil deposits. Thus, the estimation of site response in this region is vital to simulate site-specific ground motions and to conduct site-specific probabilistic seismic hazard analysis. We evaluated site amplification at 11 stations within the ME, employing the horizontal-to-vertical spectral ratio (HVSR) technique.Regarding the results obtained from this study, weak ground motions recorded by stations on the unconsolidated ME sediments are amplified 3–7 times for frequencies less than 5 Hz compared to stations located on bedrock. The fundamental resonant frequencies vary from 0.2 to 0.4 Hz within the ME. We investigated differences between the HVSRs obtained fromP-waves,S-waves, coda, and pre-event noise. All fundamental frequencies obtained from different seismic phases are in good agreement with a less than 10% difference. The fundamental frequencies of theP-wave andS-wave are relatively higher due to higher velocity of theP-wave andS-wave compared to other phases since the velocity of seismic waves and fundamental frequencies are proportional. There is a good correlation between the HVSR of theS-wave, coda, and pre-event noise portions for frequencies more than 4 Hz. For the frequencies less than 4 Hz, the HVSR of theS-wave is higher than the HVSR of coda by a factor of 3. Reflections ofS-waves from the edges of the unconsolidated sedimentary basin of the ME produce surface waves. The presence of basin-induced surface waves in the coda portion for frequencies less than 3 Hz results in increased amplitude of coda, and as a result, slower decay rate with time implying higherQvalues. These basin-induced surface waves have a period of 0.5–4.0 s.
机译:地震工程师和地震学家特别关注未固结沉积盆地对地震动放大的影响。位于美国中部的新马德里地震带的密西西比河堤(ME)被厚厚的未固结的土壤沉积物覆盖。因此,估计该区域的场地响应对于模拟特定地点的地面运动和进行特定地点的概率地震灾害分析至关重要。我们使用水平垂直频谱比(HVSR)技术评估了ME内11个站点的站点放大。关于这项研究的结果,站点记录了未固结ME沉积物上弱站的地面运动被放大了3-7次。与基岩站相比,频率小于5 Hz。 ME内部的基本谐振频率在0.2到0.4Hz之间变化。我们调查了从P波,S波,尾声和事件前噪声获得的HVSR之间的差异。从不同地震相位获得的所有基本频率都相吻合,相差不到10%。由于P波和S波的速度高于其他相位,因此P波和S波的基频相对较高,因为地震波的速度与基波频率成正比。对于大于4 Hz的频率,S波,尾波和事件前噪声部分的HVSR之间具有良好的相关性。对于小于4 Hz的频率,S波的HVSR比尾波的HVSR高3倍。ME的未固结沉积盆地边缘的S波反射产生面波。频率低于3 Hz的尾声部分中存在盆地诱发的表面波,会导致尾声幅度增大,结果,衰减速率随时间变慢,意味着更高的Q值。这些盆地诱发的表面波的周期为0.5-4.0 s。

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