Predicting the settlement behaviour of open-ended pipe piles with a large diameter

被引：2

作者：

Peiffer, H. ^{[1
]}

机构：

[1] Univ Ghent, Dept Geotech, Ghent, Belgium

来源：

GEOTECHNIQUE LETTERS | 2017年 / 7卷 / 03期

关键词：

constitutive relations; piles & piling; settlement; DRIVEN;

D O I：

10.1680/jgele.17.00009

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Axially loaded open-ended pipe piles can collapse in two fundamentally different ways, with or without plug formation. The factors that determine plug formation are generally not yet very well understood or described. A new model is developed to predict the settlement behaviour of large-diameter open-ended pipe piles (diameter 60-300 cm) and a new transfer function is developed for the pile tip resistance and for internal friction stress. A first application was the settlement evaluation of the Second Scheldt bridge in Temse.

引用

页码：225 / 229

页数：5

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