Slope reliability analysis using support vector machine

被引:0
|
作者
He, Ting-Ting [1 ]
Shang, Yue-Quan [1 ,2 ]
Lü, Qing [1 ]
Ren, Shan-Shan [1 ]
机构
[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China
[2] Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University, Hangzhou 310058, China
来源
Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / 11期
关键词
Monte Carlo methods - Application programs - Intelligent systems - Structural analysis - Efficiency - Slope stability - Iterative methods - Support vector machines - Safety factor;
D O I
暂无
中图分类号
学科分类号
摘要
A new methodology for slope reliability analysis using support vector machine (SVM) is proposed. The presented method fits the actual performance function of slope via SVM, by performing deterministic computations at some sampling points designed with uniform design method for training SVM. Then, the reliability index and the design point are obtained using first-order reliability method (FORM) and iterative algorithm. Based on SVM model, the failure probability of slope is calculated using second-order reliability method (SORM) and Monte Carlo simulation (MCS). The accuracy and efficiency of the method are demonstrated by comparing with other methods for two illustrative examples. The results show that sampling and constructing SVM in U-space and evaluating performance function in X-space make the procedure easy to perform reliability analysis involving correlated abnormal distribution variables and ready to do SORM. Comparisons among different methods for two example slopes show that the proposed method is more accurate than FORM and has higher efficiency than MCS. In the proposed algorithm, computations of factor of safety and reliability analysis are separate, which makes the method adaptive for both simple problems having explicit performance function and complicated applications requiring commercial software to calculate the factor of safety.
引用
收藏
页码:3269 / 3276
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