ENGINEERING APPROACH TO COASTAL FLOW SLIDES
No. 24 (1994), Conference Proceedings
No. 24 (1994)

ENGINEERING APPROACH TO COASTAL FLOW SLIDES

Conference Proceedings
https://doi.org/10.9753/icce.v24.%25p
Published 1994-01-29
Theo P. Stoutjesdijk
Delft Geotechnics
Maarten B. de Groot
Delft Geotechnics
Jaap Lindenberg
Ministry of Transport and Public Works, Department of Road and Hydraulic Engineering
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Keywords

coastal flow
flow slide

How to Cite

Stoutjesdijk, T. P., de Groot, M. B., & Lindenberg, J. (1994). ENGINEERING APPROACH TO COASTAL FLOW SLIDES. Coastal Engineering Proceedings, 1(24). https://doi.org/10.9753/icce.v24.%p
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Abstract

Flow slides can play an important role in the stability of coastal foreshores and structures, in harbour design, in dredging activities and placing of hydraulic fill structures. In the south western part of the Netherlands the phenomenon is of major concern for the protection against flooding by means of dikes. More than 1100 slides have been registered since the year 1800. In the paper the practical experience and the knowledge obtained from experiments and fundamental research is briefly summarized. An engineering approach to coastal flow slides that combines the Dutch experience with flow slides with results of fundamental research of the past 10 years, is described.
https://doi.org/10.9753/icce.v24.%25p
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