饱和砂土地震液化机理分析及地基处理的应用
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摘要
饱和砂土在地震荷载作用下极易发生液化,对工程建筑造成危害。本文探讨了地震力作用下饱和砂土的液化机理。通过实例说明CFG桩和碎石桩共用具有明显的抗液化效果,并提出CFG桩和碎石桩抗液化,需进一步研究的问题。
The saturated sand can be easily liquefied by earthquake, which will lead to severe damage to constructions. The article discusses the liquefaction mechanism of saturated sand caused by earthquake,which will provide reliable theoretical basis for the control of sand liquefaction. The engineering cases demonstrate that CFG pile and crushed stone pile can achieve good effect to prevent the liquefaction.Finally, in the paper, some questions about CFG pile and crushed stone pile being studied further are put forward.
引文
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    [3]张春梅,冯玉芹,王应浩.砂土地震液化危害及地基处理研究.世界地震工程,2007,23(3).
    [4]杨恒华.地基土液化机理分析及液化判别方法评述.广西水利水电测量与地质,1998,(4).
    [5]赵洪,侯克鹏,伊丽娟.强夯法在胶坝工程可液化地基处理中的应用.云南冶金,2007,1.
    [6]刘红军,杨东海.饱和砂土地震液化危害及液化机理分析.森林工程,2005,4.

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