Geoscience Reference
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20. Klein Breteler M., R.E. Uittenbogaard, W.D. Eysink, M.B. de Groot M.B. (2001), Dump
van geotextile container in stroming en golven, Modelonderzoek en numerieke simulatie,
Delft Cluster rapport 03.02.01-05, WL | Delft Hydraulics H3679.10/H3820, Delft.
21. Leshchinsky D., O. Leshchinsky, Hoe I. Ling, Paul A. Gilbert (1996), Geosynthetic tubes for
confining pressurized slurry: some design aspects, Journal of Geotechnical Engineering,
ASCE.
22. Pilarczyk K.W. (2000), Geosynthetics and geo-system in hydraulic and coastal engineering,
A.A. Balkema, Rotterdam.
23. Pilarczyk K.W. (1990), Coastal protection, A.A. Balkema, Rotterdam.
24. Schiereck G.J. (2004), Introduction to bed, bank and shore protection, DUP Blue Print,
Delft.
25. Sylvester R. (1990), Flexible Membrane units for breakwaters, in 'Handbook of Coastal
Engineering', John B. Herbich, ed., Vol. 1, pp. 921-938
26. Tsunoda N. (1995), Description of the dumping process, Mitshubushi Kagaku Sanshi
Corporation, private communication between Tsunoda and Pilarczyk .
27. Broos E.J., P.M.N. van Zijl, W.J. Vlasbom, J.G. de Gijt, J. de Boer (2005). The design
history of a promosing construction technique. Proceeding of the international conference
on port-maritime development and innovation (pp. 1-10). Rotterdam, Havenbedrijf
Rotterdam.
28. Van Gelderen P., H. Vrijling, W. Tutuarima (2000), The falling process of rubble dumped
by a barge, Proc ICCE 2000 pp. 3920-3933, Sydney.
29. Van Rhee C. (2002), On the sedimentation process in a trailing suction hopper dredger,
Proefschrift TU, Delft.
30. Venis W.A., (1968), Closure of estuarine channels in tidal regions, Behaviour of dumping
material when exposed to currents and wave action, De ingenieur, 50.
31. Waal J.P. de (1998), Alternatieve open facing of a bank, Grondmechanica Delft/WL | Delft
Hydraulics, rapport H1930, Delft.
32. WL | Delft Hydraulics (1973), Breakwater of concrete filled hoses, WL | Delft Hydraulics,
Modelonderzoek M1085.
33. Bezuijen A., K.W. Pilarczyk (2012), Geosynthetics in hydraulic and Coastal Engineering:
Filters, revetments and sand filled structures. Proc. EuroGeo 5, Valencia, pp. 65-80.
34. Zhu L., J. Wang, N.-S. Cheng, Q. Ying, D. Zhang (2004), Settling distance and incipient
motion of sandbags in open channel flows, Journal of Waterway, Port, Coastal and Ocean
Engineering, ASCE, March/April.
35. Heibaum M. (2004), Geotechnical filters - The important link in scour protection, 2nd
international conference on scour and erosion, Singapore.
36. Klein Breteler M., C. Stolker, M.B. de Groot (2003), Final studies Geocontainer research,
Delft Cluster Report.
37. Steeg, van, P.M. Klein Breteler (2008), Large scale physical model tests on the stability of
geocontainers, Deltares Report H4595.
38. Steeg, van, P.M., E.W. Vastenburg (2009), Large scale physical model tests on the stability
of geotextile tubes, Deltares Report 1200162.
39. Bezuijen A., H.J. Köhler (1996), Filter and revetment design of water imposed embankments
induced by wave draw-down loadings, proceedings Eurogeo, Balkema Rotterdam.
40. Bezuijen A., P. van Steeg (2009), Geotextiele tubes en containers getest in de Deltagoot van
Deltares, Geokunst, pp. 58-60.
41. Steeg, van, P., E.W. Vastenburg, A. Bezuijen, E. Zengerink, J. de Gijt (2011), Large-scale
physical model tests on sand-filled geotextile tubes and containers under wave attack,
proceedings 6th International Conference on Coastal Structures, Japan.
42. Lawson C. (2010), Geotextile containment, Proceedings 9th International conference on
Geosynthetics, Brazil.
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