Scale Effects in Coarse Sand Barrier Experiments View Full Text


Ontology type: schema:Chapter     


Chapter Info

DATE

2019

AUTHORS

Esther Rosenbrand , Vera van Beek , André Koelewijn , Sepideh Akrami , Ulrich Förster , Koen van Gerven , Adam Bezuijen

ABSTRACT

The coarse sand barrier is considered as a promising measure to prevent backward erosion piping from causing failure of embankments. A pipe is allowed to progress backwards until it encounters the coarse sand barrier, which prevents it from progressing unless the head difference over the embankment is significantly increased. A three stage experimental programme supported by groundwater flow modelling is carried out to investigate the feasibility of this method. The hypothesis is that the strength of the barrier is characterised by a local gradient at the interface between the barrier and the pipe. Major questions are: can the horizontal gradient as measured in laboratory tests be used to characterise the strength of the barrier material, over which distance should a horizontal gradient be determined, and is this distance the same for models at different scales? This paper presents the background theory and demonstrates the effects using scale dependent criteria. Preliminary results of small- and medium-scale experiments are used to compare the two approaches. More... »

PAGES

301-312

References to SciGraph publications

Book

TITLE

Internal Erosion in Earthdams, Dikes and Levees

ISBN

978-3-319-99422-2
978-3-319-99423-9

Author Affiliations

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/978-3-319-99423-9_27

DOI

http://dx.doi.org/10.1007/978-3-319-99423-9_27

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1106471337


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