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Seismic Performance of Earth Structures during the February 2010 Maule, Chile,Earthquake: Dams, Levees, Tailings Dams,and Retaining Walls

机译:智利莫尔2010年2月地震期间的地球结构抗震性能:水坝,堤坝,尾矿坝和挡土墙

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摘要

The 27 February 2010 Maule, Chile, earthquake occurred during the driest time of the year, which implied that most of the soils in the slopes were not satu rated and that the dams had extra freeboard. This may explain the small number of slope failures caused by the earthquake. However, two important earth dams suffered seismically induced permanent ground movements, but no catastrophic damage was reported because the reservoirs levels were low. Five medium-sized mine tailings dams failed due to liquefaction; one of them tragically caused four casualties. Retaining structures of all types performed well and no failures were observed.
机译:2010年2月27日,智利的莫尔地震发生在一年中最干旱的季节,这意味着斜坡上的大多数土壤均未饱和,大坝的干舷也增加了。这可以解释由地震引起的少量边坡破坏。但是,有两个重要的土坝遭受了地震引起的永久性地面运动,但由于水库水位较低,因此没有灾难性的破坏报告。五个中型矿山尾矿坝因液化而倒塌;其中之一悲惨地造成了四个人员伤亡。各种类型的固定结构均表现良好,未观察到任何故障。

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  • 来源
    《Earthquake spectra》 |2012年第s1期|p.S75-S96|共22页
  • 作者单位

    University of Chile, Beaucheff 883, Santiago, Chile;

    Dept. of Civil and Env. Engrg., UC Berkeley, Berkeley, CA 94720-1710;

    School of Civil and Env. Engrg, Georgia Institute of Technology, Atlanta, GA 30332-0355;

    Dept. of Civil and Env. Engrg., UC Berkeley, Berkeley, CA 94720-1710;

    Dept. of Civil and Env. Engrg., UC Berkeley, Berkeley, CA 94720-1710;

    Golder Associates, Santiago, Chile;

    University of Illinois at Urbana-Champaign, 205 N. Mathews Ave. Urbana, IL 61801;

    University of Illinois at Urbana-Champaign, 205 N. Mathews Ave. Urbana, IL 61801;

    Prototype Engineering, Inc.;

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