Samui, Pijush and Sitharam, TG (2008) Least-square support vector machine applied to settlement of shallow foundations on cohesionless soils. In: International Journal for Numerical and Analytical Methods in Geomechanics, 32 (17). pp. 2033-2043.
fulltext - Published Version
Restricted to Registered users only
Download (166Kb) | Request a copy
This paper examines the potential of least-square support vector machine (LSVVM) in the prediction of settlement of shallow foundation on cohesionless soil. In LSSVM, Vapnik's -insensitive loss function has been replaced by a cost function that corresponds to a form of ridge regression. The LSSVM involves equality instead of inequality constraints and works with a least-squares cost function. The five input variables used for the LSSVM for the prediction of settlement are footing width (B), footing length (L), footing net applied pressure (P), average standard penetration test value (N) and footing embedment depth (d). Comparison between LSSVM and some of the traditional interpretation methods are also presented. LSSVM has been used to compute error bar. The results presented in this paper clearly highlight that the LSSVM is a robust tool for prediction of settlement of shallow foundation on cohesionless soil.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to John Wiley and Sons.|
|Keywords:||least-square support vector machine;shallow foundation; cohesionless soil;settlement.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||11 Aug 2009 08:15|
|Last Modified:||19 Sep 2010 04:57|
Actions (login required)