Abstract

Groups of piles are frequently used as bridge foundations. Different group configurations, characterized by different pile spacing, skew-angle, number, and arrangement of pile group columns interact differently with the flow field and lead to different scour patterns and equilibrium scour depth. There have been a number of past studies on the characterization of scouring at pile groups, but most of them report short duration scour experiments. A priori, such short durations may be postulated to inherently carry important uncertainties into existing scour predictors. In this study, 75 long-duration laboratory tests were run under steady, clear-water flow close to the threshold for initiation of sediment motion, to address the effect of time, pile spacing, skew-angle and number of pile group columns on the equilibrium scour depth. Pile groups consisted of matrical arrangements of one, two, or three columns of four rows, with spacings of 1, 2, 3, 4.5, and 6 pile diameters; the tested skew-angles were 0, 15, 30, 45, and 90°. Important contributions were achieved on (1) the impact of the duration of tests on the shape of the scour hole as well as on the precision of coefficients involved in current predictors, (2) the most unfavorable skew angle, (3) the behavior of collapsed pile groups, (4) the maximum scour depth at pile groups composed of a single alignment, and (5) the performance of two current predictors of scour depth at pile groups. Two formulations of a predictor for the calculation of an aggregated pile group factor are suggested.

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Acknowledgments

The authors wish to acknowledge the financial support of the Portuguese Foundation for Science and Technology trough the research project PTDC/ECM/101353/2008.

References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 10October 2013
Pages: 1089 - 1098

History

Received: Nov 15, 2012
Accepted: May 2, 2013
Published online: May 8, 2013
Published in print: Oct 1, 2013
Discussion open until: Oct 8, 2013

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Departamento de Engenharia Civil, Instituto Superior de Engenharia, Universidade do Algarve, Campus da Penha, 8005-139, Faro, Portugal (corresponding author). E-mail: [email protected]
Cristina Fael [email protected]
Departamento de Engenharia Civil e Arquitectura, Faculdade de Engenharia, Universidade da Beira Interior, Calçada Fonte do Lameiro, 6200-358, Covilhã, Portugal. E-mail: [email protected]
Rodrigo Maia [email protected]
Departamento de Engenharia Civil, Faculdade de Engenharia, Universidade do Porto, Rua Dr. Roberto Frias, s/n, 4200-465, Porto, Portugal. E-mail: [email protected]
João P. Pêgo [email protected]
Departamento de Engenharia Civil, Faculdade de Engenharia, Universidade do Porto, Rua Dr. Roberto Frias, s/n, 4200-465, Porto, Portugal. E-mail: [email protected]
António H. Cardoso [email protected]
DECivil, Instituto Superior Técnico, Universidade Técnica de Lisboa, Av. Rovisco Pais, 1, 1049-001, Lisbon, Portugal. E-mail: [email protected]

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