Some observations on Statnamic pile testing

被引:3
|
作者
Brown, M. J. [1 ]
Hyde, A. F. L.
机构
[1] Univ Dundee, Div Civil Engn, Dundee DD1 4HN, Scotland
[2] Univ Sheffield, Dept Civil & Struct Engn, Sheffield S10 2TN, S Yorkshire, England
关键词
field testing & monitoring; geotechnical engineering; piles & piling;
D O I
10.1680/geng.2006.159.4.269
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Limited guidance on usage and methodology is currently available to engineers for the most common rapid load pile test, known as Statnamic. In order to improve the analysis of Statnamic testing in clay soils a full-scale instrumented auger bored pile was installed and tested in glacial lodgement till. As a result, improvements have been suggested in the test methodology and analysis. The inclusion of an accelerometer at the pile head would allow direct measurement of acceleration and verification of displacement measurements and velocity calculations. High-precision optical levelling of the pile before and after test cycles would allow multiple loading cycles to be considered cumulatively with greater confidence. The separation of the laser reference source from the test pile should be sufficient to avoid surface wave disturbance.
引用
收藏
页码:269 / 273
页数:5
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