{"refrec":{"BRefID":284243,"RR":"<b>Van Oyen, T.; Vanlede, J.; Claeys, S.; Verwaest, T.; Mostaert, F.</b> (2017). Experimenteel onderzoek naar het consolidatiegedrag van cohesief sediment: Deelrapport 4. Executive Summary report STT. Versie 4.0. <i>WL Rapporten</i>, 12_082_4. Waterbouwkundig Laboratorium: Antwerpen. VII, 12 pp.","BEntID":276267,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 12_082_4. Waterbouwkundig Laboratorium: Antwerpen.  VII, 12 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Van Oyen, T.; Vanlede, J.; Claeys, S.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Van Oyen, T. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Dit document beschrijft de hoofdpunten van het uitgevoerde onderzoek in het kader van consoliderend sediment en nautische bodem. In eerste instantie is een protocol opgesteld om de reologische eigenschappen van cohesief geconsolideerd sediment in kaart te brengen in het labo. Daarnaast zijn verschillende instrumenten om fysische kenmerken van cohesief materiaal in-situ te bemeten, onder gecontroleerde omstandigheden geëvalueerd. Ook is een haalbaarheidsstudie uitgevoerd om na te gaan of het mogelijk is om de weerstand van een schip ten gevolge van een slibbodem te kunnen simuleren met CFD. De resultaten hiervan zijn voornamelijk positief. Een uitgebreide set van consolidatie kolom experimenten zijn uitgevoerd om na te gaan of de bagger methodiek toegepast in de haven van Emden ook kan worden toegepast in Vlaamse havens. De experimenten tonen aan dat de consolidatie eigenschappen van het slib van de haven van Emden significant verschilt van sediment van andere havens. De tot op heden uitgevoerde experimenten kunnen echter geen uitsluitsel hiertoe bieden. Suggesties voor aanvullend onderzoek worden geformuleerd. 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