Searched for: subject%3A%22geotextile%22
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Bosman, Pieter (author)
Large quantities of mine tailings are stored in mine tailings storage facilities. These facilities are only costing money for mining companies. In addition, these tailings storage facilities are prone to failure. To prevent this from happening these facilities have to be reinforced. This research introduces a concept to use geotextile tubes...
master thesis 2019
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Mustaqim, Mustaqim (author)
The use of geotextile for slope strengthening was proven based on the investigation and report by Kuwano, Miyata, and Koseki (2014). Therefore, this research examines the impact of geotextile application on slope stability in newly-elevated area in Yuriage, Natori City, Japan. This project discussed the analysis of geotextile-reinforced slope by...
master thesis 2018
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Tutein Nolthenius, Raoul (author)
Currently, sand retaining rubble mound structures are often constructed with geotextiles, lining the interface between the core material and the sandfill. These geotextiles are placed to make sure the sand from the sandfill is not flushed out through the core by incoming hydraulic forces from the surrounding water. It is proposed that...
master thesis 2018
document
Ruiz Fuentes, M.J. (author)
Tokyo Bay is an area exposed to storm surges generated by typhoons. Consequently lowlands along its coastline are subject to flood risk. Dike walls, levees and barriers have been developed by the Japanese to protect these coastal areas. In the coming decades it is expected that a rise in sea level will occur. Also, climate change is expected to...
master thesis 2014
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Das Neves, L. (author), Lopes, M.L. (author), Veloso-Gomes, F. (author), Taveira-Pinto, F. (author)
Unidirectional irregular waves of varying significant wave-height and peak period but with a constant spectral shape (JONSWAP spectrum, ?=3.3) were generated over a sandy 3:20 sloped plane beach to investigate scour fronting a dune erosion control system constructed from geotextiles, slope inclined at 45º. Both passive (i.e., three dune erosion...
conference paper 2012
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Van Steeg, P. (author), Klein Breteler, M. (author)
Within the framework of the workpackage 4c: “Flexible coastal defence with geosystems”, which is part of the workpackage 4: “Morfodynamics of the North Sea and coast” several problems are formulated with respect to the application and design of Geosystems. This is performed within the Delft Cluster project “Sustainable development of North sea...
report 2008
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Verhagen, H.J. (author)
This paper gives an overview of some recent developments in structures for coastal protection. Single layer units like Accropode and Xbloc are rather popular at this moment; research indicates that also cubes can be placed in single layers. Also the use of heavy aggregates in concrete can be beneficial for the stability and economics. Structures...
conference paper 2004
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Klein Breteler, M. (author), Stolker, C. (author), De Groot, M.B. (author)
Research on the behaviour of geocontainers and other geosystems has been performed in the framework of the WIS-project "Knowledge development Geo-sand elements" and the Delft Cluster project "Construction of large scale sand bodies". Model tests have been performed in several model facilities of WL½Delft Hydraulics and GeoDelft. Field...
report 2003
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de Groot, M.B. (author), Klein Breteler, M. (author), Bezuijen, A. (author)
report 2003
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Klein Breteler, M. (author), Stolker, C. (author), de Groot, M.B. (author)
report 2003
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Anonymous, A. (author)
Design handbook for he application of strong water permeable geotextiles in road and hydraulic engineering applications. Typar is a registered trademark of DuPont. Includes design and installation requirements. Typar is a thin, thermally bonded, water permeable nonwoven geotextile made from polypropylane filaments. Publication year estimated
report 2002
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de Groot, M.B. (author), Schrijver, R.R. (author), Peters, A.J.M. (author)
report 2002
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Oumeraci, H. (author), Bleck, M. (author), Hinz, M. (author), Kübler, S. (author)
Im Rahmen des in diesem Bericht beschriebenen Projektes konnte der Wissensstand im Hinbliek auf die Bemessung geotextiler Sandcontainer auf Wellenbelastung wesentlich verbessert werden. Daraus konnten praktische Formeln und Empfehlungen für die Bemessung von Dünenbarrieren, die sich an der Geometrie von Glowe bzw. Rerik orientieren, abgeleitet...
report 2001
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Waal, J.P. de (author), Klein Breteler, M. (author)
report 1999
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Hoogenboezem, M.P. (author)
Een spinakerkering is een flexibele waterkering, waarbij het hoogwater wordt gekeerd door een hoogwaardig kunststof doek. De krachten die op het doek komen, worden opgenomen door twee kunststof kabels (onder- en bovenkabel) die de krachten afdragen naar de landhoofden. Aan de bovenkabel zijn drijvers bevestigd. Als de kering buitenwerking is,...
master thesis 1998
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Driessen, A.H.K. (author)
Door de ontwikkeling van sterke kunststoffen is het mogelijk om waterkeringen van dit materiaal te maken. Aangezien deze kunststoffen vele malen sterker zijn dan beton of staal is een grote hoeveelheid materiaalbesparing te verwachten. De verwachting is dat uiteindelijk een kunststofwaterkering goedkoper is dan de traditionele versies in beton...
master thesis 1998
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Wal, M. van der (author), Verheij, H.J. (author)
report 1997
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Meulen, T. van der (author), Smith, G.M. (author)
report 1995
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Wijhe, H.J. van (author)
report 1994
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Ndikilo, E.W. (author)
The low-lying countries as The Netherlands are strongly dependent on good (safe) river and seadefences. Driven by the necessity to withstand the water, during centuries the engineers built up their knowledge on hydraulic engineering, and particularly on constructing of dikes and proteetion measures. The design of these dikes has been carried out...
report 1994
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