摘要
基于马氏距离判别分析理论,分析了影响砂土液化的因素,选取平均粒径、不均匀系数、标准贯入击数、地下水埋深、砂层埋深、剪应力与有效上覆应力比、烈度、震中距等8个实测指标作为液化判别指标,建立距离判别分析模型对砂土液化进行预测。研究结果表明,距离判别分析模型预测性能良好,验证了该模型的科学性、高效性,并较规范法、Seed简化法等传统方法具有更高的预测精度。距离判别分析理论是解决砂土液化预测问题的有效方法之一,可以在实际工程中进行推广。
Based on the principle of Mahalanobis distance discriminant analysis, the distance analytic model was applied to the prediction of sand liquefaction with eight factors listed as follows： mean diameter, coefficient of non-uniformity, blow number of standard penetration test, underground water depth, sand depth, ratio of sheafing stress to effective overburden stress, seismic intensity, epicenteral distance. Through computing practical examples and assessing the model, the model was manifested to be scientific and effective with much more accurate results than the normalization methods and simplified Seed method. It was shown that the present method was efficient in solving the prediction of sand liquefaction and could be applied to practical engineering.
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2008年第5期776-780,共5页
Chinese Journal of Geotechnical Engineering
基金
湖南省建设厅科技计划项目(2007-25)
关键词
砂土液化
预测
距离判别分析
liquefaction of sand soil
prediction
distance discriminant analysis
