Prediction of pile settlement in an elastic soil

被引：11
|
作者：
Naghibi, Farzaneh [1 ]
Fenton, Gordon A. [1 ]
Griffiths, D. V. [2 ,3 ]
机构：
[1] Dalhousie Univ, Dept Engn Math, Halifax, NS B3J 2X4, Canada
[2] Colorado Sch Mines, Dept Civil & Environm Engn, Golden, CO 80401 USA
[3] Univ Newcastle, Australian Res Council Ctr Excellence Geotech Sci, Callaghan, NSW 2308, Australia
来源：
COMPUTERS AND GEOTECHNICS | 2014年 / 60卷
关键词：
Foundation settlement; Deep foundations; Finite element method; Design pile length;
D O I：
10.1016/j.compgeo.2014.03.015
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper presents a simple regression to predict settlement of a single floating pile supported by a homogeneous elastic soil and subjected to a vertical load. The regression, which is calibrated by a finite element model, allows the direct computation of the pile length required for serviceability limit state design of deep foundations. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码：29 / 32
页数：4
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