岩土力学2009，Vol.30Issue(7)：2049-2052,4.
基于判别分析法的地震砂土液化预测研究
Discriminant analysis model for prediction of sand soil liquefaction during earthquake
颜可珍 1刘能源 1夏唐代2
作者信息
- 1. 湖南大学,土木工程学院,长沙,410082
- 2. 浙江大学,岩土工程研究所,杭州,310028
- 折叠
摘要
Abstract
Based on statistics theory, Mahalanobis distance discriminant analysis model for prediction of sand soil liquefaction is established, including the main six factors that have great influence on sand soil liquefaction as follows: seismic intensity, epicenter distance, groundwater table, sand depth, blow number of standard penetration test, duration. Linear discriminant function is obtained through training a large set of sand soil liquefaction samples. Then the model is applied to the practical engineering. The results show that the prediction model of diatance dicriminant analysis has excellent performance,high prediction accuracy, and might be referred to as an effective technique for prediction of sand soil liquefaction.关键词
砂土液化/液化判别/距离判别分析Key words
sand soil liquefaction/ discrimination of liquefaction/ distance discriminant analysis分类
建筑与水利引用本文复制引用
颜可珍,刘能源,夏唐代..基于判别分析法的地震砂土液化预测研究[J].岩土力学,2009,30(7):2049-2052,4.
