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地下水水位对饱和砂土震动液化判定的影响
引用本文:李洪.地下水水位对饱和砂土震动液化判定的影响[J].国外建材科技,2009,30(3):110-113.
作者姓名:李洪
作者单位:荆州市建筑设计研究院,荆州,434000
摘    要:结合荆州市某商业广场地基工程实例,从标准贯入试验、静力触探试验、剪切波速试验和计算等方面就地下水水位对饱和砂土震动液化判定的影响等问题进行论证分析。建议取承压水水头深度作为地下水水位深度来进行饱和砂土震动液化的判定。

关 键 词:地下水水位  饱和砂土  承压水水头  震动液化判定

Effect of Groundwater Level on Appraisal of Saturated Sand Vibration Liquefaction
LI Hong.Effect of Groundwater Level on Appraisal of Saturated Sand Vibration Liquefaction[J].Science and Technology of Overseas Building Materials,2009,30(3):110-113.
Authors:LI Hong
Affiliation:LI Hong (Jingzhou Architecture Design and Research Institute, Jinzhou 434000, China)
Abstract:The foundation works of a commercial plaza in Jingzhou city is employed,several standard tests such as the Standard Penetration Test,Static Cone Penetration Test,Shear Wave Velocity Test and calculating are also employed to demonstrate and analyze the effect of groundwater level on the appraisal of saturated sand vibration liquefaction.It is suggested that the height of confined water head should be considered more important to determine the vibration liquefaction effect of saturated sand.
Keywords:groundwater level  saturated sand  confined water head  vibration liquefaction appraisal
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