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
收藏
页码：225 / 229
页数：5
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