2012
DOI: 10.2478/sgm031203
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Application of HDMR method to reliability assessment of a single pile subjected to lateral load

Abstract: The paper presents an application of High Dimensional Model Representation (HDMR) to reliability assessment of a single pile subjected to lateral load. The purpose is to compare HDMR with some classical method based on response surface technique. First 3D numerical model of the problem for finite elements computations in the ABAQUS STANDARD program has been presented. The soil model is assumed to be linear elastic. However, contacts between the sidewall and the foundation of the pile and the soil are modelled … Show more

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Cited by 13 publications
(6 citation statements)
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“…The task was modelled numerically using the finite element method (FEM) with an elastic material for CMC subjected to elasto-plastic material stretched on one dimensional random field along with forces based on the p-y method. The numerical variant of the task was previously presented in [4, 5] for independent time conditions without deterioration.…”
Section: Introductionmentioning
confidence: 99%
“…The task was modelled numerically using the finite element method (FEM) with an elastic material for CMC subjected to elasto-plastic material stretched on one dimensional random field along with forces based on the p-y method. The numerical variant of the task was previously presented in [4, 5] for independent time conditions without deterioration.…”
Section: Introductionmentioning
confidence: 99%
“…HDMR tools have been employed for constructing a model from laboratory data, finite element modeling, inverse reliability problems, structural damage identification, etc. [11][12][13][14].…”
Section: Introductionmentioning
confidence: 99%
“…This includes both the constant development of new piling technologies and also more accurate ways of analyzing pile working conditions which constitute the basic method for design and verification of adopted design solutions (as the reference test). The new developments in the field of reliability-based design also demand high accuracy of measured results [ 1 , 10 , 11 ]. Nevertheless, SLT is still considered to be the most trustworthy method of pile capacity evaluation.…”
Section: Introductionmentioning
confidence: 99%