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首页> 外文期刊>Bulletin of the Seismological Society of America >Strong Ground Motion Inferred from Liquefaction Caused by the 1811-1812 New Madrid, Missouri, Earthquakes
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Strong Ground Motion Inferred from Liquefaction Caused by the 1811-1812 New Madrid, Missouri, Earthquakes

机译:由1811年至1812年新马德里,密苏里州,地震引起的液化推断出强烈的地面运动

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Peak ground accelerations (PGAs) in the epicentral region of the 1811-1812 New Madrid, Missouri, earthquakes are inferred from liquefaction to have been no greater than similar to 0.35g. PGA is inferred in an 11, 380 km(2) area in the Lower Mississippi Valley in Arkansas and Missouri where liquefaction was extensive in 1811-1812. PGA was inferred by applying liquefaction probability curves, which were originally developed for liquefaction hazard mapping, to detailed maps of liquefaction by Obermeier (1989). The low PGA is inferred because both a shallow (1.5 m deep) water table and a large moment magnitude (M 7.7) earthquake were assumed in the analysis. If a deep (5.0 m) water table and a small magnitude (M 6.8) earthquake are assumed, the maximum inferred PGA is 1.10g. Both inferred PGA values are based on an assumed and poorly constrained correction for sand aging. If an aging correction is not assumed, then the inferred PGA is no greater than 0.22g. A low PGA value may be explained by non-linear site response. Soils in the study area have an average V-S30 of 220 +/- 15 m/s. A low inferred PGA is consistent with PGA values estimated from ground-motion prediction equations that have been proposed for the New Madrid seismic zone when these estimates are corrected for nonlinear soil site effects. This application of liquefaction probability curves demonstrates their potential usefulness in paleoseismology.
机译:根据液化作用推断,密苏里州新马德里1811至1812年震中区域的峰值地面加速度(PGA)不大于0.35g。 PGA是在阿肯色州和密苏里州的下密西西比河谷的11,380 km(2)区域中推断的,那里液化在1811年至1812年广泛进行。通过将最初为液化危险图谱开发的液化概率曲线应用于详细的液化图(由Obermeier(1989))来推断PGA。推断PGA低是因为在分析中假定了浅水位(1.5 m)和大地震矩(M 7.7)。如果假定水位较深(5.0 m),地震级别较小(M 6.8),则推断的最大PGA为1.10g。两种推断的PGA值均基于对沙子老化的假设且约束较弱的校正。如果未进行老化校正,则推断的PGA不大于0.22g。低PGA值可以通过非线性站点响应来解释。研究区域的土壤平均V-S30为220 +/- 15 m / s。低推断的PGA与从针对新马德里地震带提出的地震动预测方程式估算的PGA值一致,这些估算值已针对非线性土壤场地影响进行了校正。液化概率曲线的这种应用证明了它们在古地震学中的潜在用途。

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