| 地基液化的处理措施 |
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| 引用本文： | 郑丽雅.地基液化的处理措施[J].太原科技,2003(2):74-74,76. |
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| 作者姓名： | 郑丽雅 |
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| 作者单位： | 太原市市政工程设计研究院 |
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| 摘 要： | 砂土地基在地震动荷载作用下会发生液化，使地基丧失承载力，建筑物产生大量不均匀沉降，造成建筑物开裂、倾斜或破坏，国家财产和人民生命遭受损失。通过分析液化的形成条件及本身特性，提出了在设计中全部消除地基波化沉陷，部分消除地基液化沉陷和减轻液化影响的措施。
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| 关 键 词： | 地基液化沉陷 砂土地基 地震动荷载 地基承载力 建筑物 |
| 文章编号： | 1006-4877(2003)02-0074-01 |
Treatment of Foundation Liquefaction |
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| Taiyuan Municipal Engineering Design and Research Institute,Zheng Liya.Treatment of Foundation Liquefaction[J].Taiyuan Science and Technology,2003(2):74-74,76. |
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| Authors: | Taiyuan Municipal Engineering Design and Research Institute Zheng Liya |
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| Institution: | Taiyuan Municipal Engineering Design and Research Institute Zheng Liya |
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| Abstract: | Sand foundation will be liquefied under action of earthquake dynamic load, which make foundation lose bearing capacity and buildings produce uneven settlement lead to building crack and out of the perpendicular. Through analyzing features and forming conditions of foundation liquefaction, this paper puts forward measures of removing foundation liquefaction completely or partly and reducing its effect. |
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| Keywords: | sand earthquake liquefaction |
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