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LIQUEFACTION MECHANISMS OF SANDY GROUND UNDER COMBINED EARTHQUAKE MOTIONS AND THEIR PREDICTION AND THE STABILITY OF COUNTERMEASURES

机译：地震运动组合的砂土液化机制及其预测及对策稳定性

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Shinji SASSA; Hiroyuki YAMAZAKI; Yusuke GOTOH; Keisuke FUKATSU; Yoshiaki KIKUCHI; Atushi NOZU;
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1. Liquefaction evidence for the strength of ground motions resulting from late Holocene Cascadia subduction earthquakes, with emphasis on the event of 1700 AD [J] . Obermeier SF., Dickenson SE. Bulletin of the Seismological Society of America . 2000,第4期

机译：液化的证据表明晚新世卡斯卡迪亚俯冲地震引起的地震动强度，重点是公元1700年的事件
2. Peak ground accelerations from large (M aeyen 7.2) shallow crustal earthquakes: a comparison with predictions from eight recent ground-motion models [J] . Douglas John, Boore David M. Bulletin of earthquake engineering . 2018,第1期

机译：大（M AEYEN 7.2）浅地震的峰接地加速度：与最近八个地面运动模型的预测相比
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4. CASE STUDIES FOR OIL TANK ON LIQUEFIABLE SANDY GROUND SUBJECTED TO EXTREMELY LARGE EARTHQUAKES AND COUNTERMEASURE EFFECTS BY COMPACTION [C] . World conference on earthquake engineering . 2004

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6. Vertical ground motion and its effects on liquefaction resistance of fully saturated sand deposits [O] . Vasiliki Tsaparli, Stavroula Kontoe, David M. G. Taborda, -1

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LIQUEFACTION MECHANISMS OF SANDY GROUND UNDER COMBINED EARTHQUAKE MOTIONS AND THEIR PREDICTION AND THE STABILITY OF COUNTERMEASURES

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