ANALYSIS OF DOWNDRAG ON PILE GROUPS BY THE FINITE-ELEMENT METHOD

Citation
S. Jeong et al., ANALYSIS OF DOWNDRAG ON PILE GROUPS BY THE FINITE-ELEMENT METHOD, Computers and geotechnics, 21(2), 1997, pp. 143-161
Citations number
23
Categorie Soggetti
Computer Application, Chemistry & Engineering","Computer Science Interdisciplinary Applications","Engineering, Civil
Journal title
ISSN journal
0266352X
Volume
21
Issue
2
Year of publication
1997
Pages
143 - 161
Database
ISI
SICI code
0266-352X(1997)21:2<143:AODOPG>2.0.ZU;2-T
Abstract
The downdrag on friction and endbearing pile groups was investigated, based on a numerical analysis. The emphasis was on quantifying the red uction of downdrag on pile groups, with a flexible pile cap, due to gr oup effect. The case of a single pile and, subsequently, the response of groups were analyzed by developing interaction factors obtained fro m a three-dimensional nonlinear finite element study. Based on a limit ed parametric study, it is shown that the downdrag on piles in a group is much less than the downdrag on a single pile and is highly influen ced by the group spacing, fetal number of piles, and the relative posi tion of the piles in a group. In light Of all these influencing parame ters, a simple method is recommended for square groups of 9-25 piles w ith spacing-to-diameter ratios of 2.5 and 5.O for downdrag loads. (C) 1997 Elsevier Science Ltd.