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Liquefaction Resistance of a Silty Sand Deposit Subjected to Preshaking Followed by Extensive Liquefaction

机译:先摇后再大范围液化的粉砂矿床抗液化性

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摘要

The effect of extensive liquefaction on the liquefaction resistance of heavily preshaken saturated silty sand is studied using a centrifuge experiment. The base of a 6-m homogeneous deposit was subjected to a total of 91 shaking events of different horizontal base accelerations and durations. Three event types were used in alternating patterns: mild preshaking Events A, stronger preshaking Events B, and strong liquefying Events C. The experiment was divided in two stages. In Stage One, reported in a previous publication, 66 preshaking Events A and B, were applied. In Stage Two, which is the focus of this paper, 25 additional shakings were applied which included two Events C in addition to continuing the same pattern of Events A and B. Stage One resulted in a significant increase in liquefaction resistance of the deposit. In Stage Two, extensive liquefaction produced by Events C resulted in a dramatic immediate reduction in liquefaction resistance of the deposit to a level comparable to that before preshaking. These findings are consistent with other reported field observations and laboratory results.
机译:使用离心实验研究了广泛液化对重度预摇的饱和粉质砂土的抗液化性的影响。对一个6米均质沉积物的基底进行了总共91次不同水平基底加速度和持续时间的震动事件。三种事件类型以交替模式使用:轻度预摇动事件A,较强的预摇动事件B和强烈液化的事件C。实验分为两个阶段。在先前出版物中报道的第一阶段中,应用了66个预握手事件A和B。在第二阶段,这是本文的重点,除了继续进行事件A和B的相同模式外,还进行了25次额外的摇动,其中包括两个事件C。第一阶段导致沉积物的抗液化性显着提高。在第二阶段中,事件C产生的大量液化导致沉积物的抗液化能力立即显着降低至与预摇前相当的水平。这些发现与其他报道的实地观察和实验室结果一致。

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  • 来源
    《Journal of geotechnical and geoenvironmental engineering》 |2016年第4期|04015101.1-04015101.12|共12页
  • 作者单位

    Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., JEC 4049, Troy, NY 12180 Mansoura Univ., Mansoura 35516, Egypt;

    Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., JEC 4049, Troy, NY 12180;

    Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, 110 8th St., JEC 4049, Troy, NY 12180;

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