Effects of the foreshore and heterogeneities of the subsoil on the safety analysis of piping

Master thesis (2018)

Authors

D.P. Knops Civil Engineering & Geosciences

Contributors

M. Kok (mentor)
W. Kanning (mentor)
Wouter ter Horst (mentor)
A.P. van Eijnden (graduation committee member)
Jan Jaap Heerema (graduation committee member)
Faculty
Civil Engineering & Geosciences, Civil Engineering & Geosciences
Copyright: © 2018 David Knops
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Published Date

05-12-2018

Language

English

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Faculty

Civil Engineering & Geosciences

Abstract

In this thesis, the effects of the foreshore and heterogeneities of the subsoil on the piping safety analysis are determined. The effects are searched for by use of the numerical model D-Geo Flow. The results of this research give more insights in when and how a foreshore has to be included in the safety analysis. It is also concluded that heterogeneous soils are more resistant to piping than homogeneous soils, which are currently used in the safety analysis.

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