Least square support vector machine and multivariate adaptive regression spline for modeling lateral load capacity of piles

被引:3
|
作者
Pijush Samui
Dookie Kim
机构
[1] VIT University,Centre for Disaster Mitigation and Management
[2] Kunsan National University,Department of Civil Engineering
来源
关键词
Least square support vector machine; Multivariate adaptive regression spline; Soft computing; Prediction; Pile foundation;
D O I
暂无
中图分类号
学科分类号
摘要
This article adopts least square support vector machine (LSSVM) and multivariate adaptive regression spline (MARS) for prediction of lateral load capacity (Q) of pile foundation. LSSVM is firmly based on the theory of statistical learning, uses regression technique. MARS is a nonparametric regression technique that models complex relationships. Diameter of pile (D), depth of pile embedment (L), eccentricity of load (e), and undrained shear strength of soil (Su) have been used as input parameters of LSSVM and MARS. Equations have been presented from the developed MARS and LSSVM. This study also presents a comparative study between the developed MARS and LSSVM.
引用
收藏
页码:1123 / 1127
页数:4
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