TECHNICAL NOTE. Model study of H-piles subjected to combined loading

被引：0
|
作者：
A. M. Amde
S. A. Chini
M. Mafi
机构：
[1] University of Maryland College Park,Department of Civil Engineering
[2] University of Florida,M.E. Rinker Sr. School of Building Construction
[3] National Conference of States,Building Codes and Standards Herndon
来源：
Geotechnical & Geological Engineering | 1997年 / 15卷 / 4期
关键词：
Pile; integral abutment; bridge; lateral displacement; finite element.;
D O I：
10.1023/A:1018424027947
中图分类号：
学科分类号：
摘要：
A series of model tests on H-piles subject to lateral and vertical loading have been performed so that the experimental data could be used to calibrate a finite element programme. Experiments on model H-piles in dry silca sand were performed to determine the influence of lateral displacements on the vertical load-carrying capacity of the piles. The results from the nonlinear finite element computer program were compared to the experimental results and were found to be conservative. The experimental results showed greater pile capacities and lower bending moments than were predicted by the finite element program.
引用
收藏
页码：343 / 355
页数：12
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