Backward erosion piping is an important failure mechanism for cohesive water-retaining structures which are founded on a sandy aquifer. Nowadays, piping research and safety assessments are often based on experimental or numerical modelling using arbitrary model widths or even two-dimensional (2D) assumptions. This technical note shows the influence of this limitation through a series of small-scale experiments with varying model widths. The flow pattern proves to be highly three-dimensional (3D), influencing both the pipe geometry and critical gradients leading to piping failure. A 2D model is unable to capture the important aspects of the erosion mechanism and a correction factor needs to be applied if the minimum width for correctly simulating a 3D situation is not accomplished.
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January 2018
Research Article|
July 14 2017
3D character of backward erosion piping
K. Vandenboer
;
K. Vandenboer
*Ghent University, Zwijnaarde, Belgium.
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V. M. van Beek;
V. M. van Beek
†Deltares, Delft, the Netherlands.
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A. Bezuijen
A. Bezuijen
‡Ghent University, Zwijnaarde, Belgium; Deltares, Delft, the Netherlands.
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Publisher: Emerald Publishing
Received:
April 08 2016
Accepted:
June 09 2017
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2017 Thomas Telford Ltd
2017
Geotechnique (2018) 68 (1): 86–90.
Article history
Received:
April 08 2016
Accepted:
June 09 2017
Citation
Vandenboer K, van Beek VM, Bezuijen A (2018), "3D character of backward erosion piping". Geotechnique, Vol. 68 No. 1 pp. 86–90, doi: https://doi.org/10.1680/jgeot.16.P.091
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