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Time-dependent ground motion amplification characteristics at reclaimed land after the 1995 Hyogoken Nambu Earthquake

机译:1995年兵库县南部南部地震后开垦土地上随时间变化的地震动放大特征

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Two sets of borehole array records obtained fromthe Great Hanshin Earthquake, as well as its fore and after shocks,are investigated. One of the stations is located at Port Island inKobe City, where severe liquefaction occurred mid the recordsfrom the main event include the typical phenomena of liquefaction.The other station is located at Rokko Island in Kobe City, wherethe liquefaction phenomenon was not predominant as it was atPort Island. The non-linear ground motion amplification,depending on the level of input ground motion as well as itsspectral characteristics, is carefully investigated. Two numericaltechniques for seismic response ground analysis are applied forthese stations: one is the frequency-dependent equivalentlinearization technique for frequency domain analysis, and theother is the effective stress-based liquefaction analysis. Thediscussion is focused on the amplification characteristics of thesetwo reclaimed lands, depending on their reclamation history. Thetime-dependent amplification ratio for peak ground motion andspectral contents is demonstrated, caused by the recovery of soilrigidity due to the decrease in excess pore water pressure after themain event.
机译:研究了从阪神大地震获得的两套井眼阵列记录以及地震前后的情况。其中一个站位于神户市的Port Island,在主要事件记录中发生了严重的液化,包括典型的液化现象;另一个站位于神户市的六甲岛,那里的液化现象并不像以前那样普遍。在港口岛。非线性地震动放大,取决于输入地震动的水平及其频谱特性,被仔细研究。在这些站点上应用了两种地震响应地面分析数值技术:一种是频域分析的频率相关等效线性化技术,另一种是基于应力的有效液化分析。讨论的重点是这两个开垦土地的复垦特性,具体取决于它们的开垦历史。结果表明,随主要事件发生后多余孔隙水压力的降低,土壤刚度得以恢复,从而引起峰值地震动和频谱含量随时间的变化。

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