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.
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October 2006
Research Article|
October 01 2006
Some observations on Statnamic pile testing Available to Purchase
M. J. Brown, PhD, BEng;
M. J. Brown, PhD, BEng
Lecturer
Division of Civil Engineering, University of Dundee
UK
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A. F. L. Hyde, PhD, BSc, CEng, MICE
A. F. L. Hyde, PhD, BSc, CEng, MICE
Reader
Department of Civil and Structural Engineering, University of Sheffield
UK
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Publisher: Emerald Publishing
Received:
January 31 2005
Accepted:
December 05 2005
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2006) 159 (4): 269–273.
Article history
Received:
January 31 2005
Accepted:
December 05 2005
Citation
Brown MJ, Hyde AFL (2006), "Some observations on Statnamic pile testing". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 159 No. 4 pp. 269–273, doi: https://doi.org/10.1680/geng.2006.159.4.269
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