Compressive resistance of piles, an update
- Author
- AF Van Tol, R Stoevelaar, Adam Bezuijen (UGent) , HL Jansen and G Hannink
- Organization
- Abstract
- The research consortium Delft Cluster/CUR recently published the results of a study of axial pile capacities. It emerged that the capacity of displacement piles calculated using the Dutch method considerably overestimates the actual capacity measured in static pile load tests. The identification and quantification of any concealed safety factor is a possible way of preventing the reduction of the pile capacity factors that could follow from the test results at least in part. This paper presents the results of a study of concealed safety factors. The conclusion of the study is that it is useful to examine time effects in greater detail, primarily focusing on the quantification of the effect and the determination of the impact of load variations. It is recommended to continue with research into the impact of compaction on pile-base capacity in combination with the sequencing of installation of displacement piles.
- Keywords
- displacement pile, group effect, set-up, pile capacity
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-4141491
- MLA
- Van Tol, AF, et al. “Compressive Resistance of Piles, an Update.” 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings, edited by Pierre Delage et al., vol. 3, Presses des Ponts, 2013, pp. 2885–88.
- APA
- Van Tol, A., Stoevelaar, R., Bezuijen, A., Jansen, H., & Hannink, G. (2013). Compressive resistance of piles, an update. In P. Delage, J. Desrues, R. Frank, A. Puech, & F. Schlosser (Eds.), 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings (Vol. 3, pp. 2885–2888). Paris, France: Presses des Ponts.
- Chicago author-date
- Van Tol, AF, R Stoevelaar, Adam Bezuijen, HL Jansen, and G Hannink. 2013. “Compressive Resistance of Piles, an Update.” In 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings, edited by Pierre Delage, Jacques Desrues, Roger Frank, Alain Puech, and François Schlosser, 3:2885–88. Paris, France: Presses des Ponts.
- Chicago author-date (all authors)
- Van Tol, AF, R Stoevelaar, Adam Bezuijen, HL Jansen, and G Hannink. 2013. “Compressive Resistance of Piles, an Update.” In 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings, ed by. Pierre Delage, Jacques Desrues, Roger Frank, Alain Puech, and François Schlosser, 3:2885–2888. Paris, France: Presses des Ponts.
- Vancouver
- 1.Van Tol A, Stoevelaar R, Bezuijen A, Jansen H, Hannink G. Compressive resistance of piles, an update. In: Delage P, Desrues J, Frank R, Puech A, Schlosser F, editors. 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings. Paris, France: Presses des Ponts; 2013. p. 2885–8.
- IEEE
- [1]A. Van Tol, R. Stoevelaar, A. Bezuijen, H. Jansen, and G. Hannink, “Compressive resistance of piles, an update,” in 18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings, Paris, France, 2013, vol. 3, pp. 2885–2888.
@inproceedings{4141491,
abstract = {{The research consortium Delft Cluster/CUR recently published the results of a study of axial pile capacities. It emerged that the capacity of displacement piles calculated using the Dutch method considerably overestimates the actual capacity measured in static pile load tests. The identification and quantification of any concealed safety factor is a possible way of preventing the reduction of the pile capacity factors that could follow from the test results at least in part. This paper presents the results of a study of concealed safety factors. The conclusion of the study is that it is useful to examine time effects in greater detail, primarily focusing on the quantification of the effect and the determination of the impact of load variations. It is recommended to continue with research into the impact of compaction on pile-base capacity in combination with the sequencing of installation of displacement piles.}},
author = {{Van Tol, AF and Stoevelaar, R and Bezuijen, Adam and Jansen, HL and Hannink, G}},
booktitle = {{18th International Conference on Soil Mechanics and Geotechnical Engineering, Proceedings}},
editor = {{Delage, Pierre and Desrues, Jacques and Frank, Roger and Puech, Alain and Schlosser, François}},
isbn = {{9782859784782}},
keywords = {{displacement pile,group effect,set-up,pile capacity}},
language = {{eng}},
location = {{Paris, France}},
pages = {{2885--2888}},
publisher = {{Presses des Ponts}},
title = {{Compressive resistance of piles, an update}},
volume = {{3}},
year = {{2013}},
}