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

Master Thesis (2018)
Author(s)

D.P. Knops (TU Delft - Civil Engineering & Geosciences)

Contributor(s)

Matthijs 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
Copyright
© 2018 David Knops
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 David Knops
Graduation Date
05-12-2018
Awarding Institution
Delft University of Technology
Programme
['Civil Engineering | Hydraulic Engineering | Hydraulic Structures and Flood Risk']
Faculty
Civil Engineering & Geosciences
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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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