{"refrec":{"BRefID":206511,"RR":"<b>Vincke, L.; Van Looveren, R.; Peeters, P.; Haelterman, K.; Mostaert, F.; van Alboom, G.</b> (2011). Conceptuele methode voor een snelle diagnose van het faalgedrag van de Vlaamse dijken. <i>Geotechniek 15(3)</i>: 18-22","BEntID":198613,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". <i>Geotechniek 15(3)</i>: 18-22","DocTypID":8,"DocType":"Journal article","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Vincke, L.; Van Looveren, R.; Peeters, P.; Haelterman, K.; Mostaert, F.; van Alboom, G.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Vincke, L. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Bresvorming kan ontstaan na het geotechnisch falen van een dijklichaam. Een evaluatie van de stabiliteit (toetsing) van de waterkering vergt echter geotechnische data die vandaag slechts fragmentarisch voorhanden zijn in Vlaanderen. De hierna toegelichte conceptuele methode voor een snelle diagnose van het faalgedrag van Vlaamse dijken kan worden uitgevoerd op basis van in Vlaanderen beschikbare informatie, in afwachting van het volledig geotechnisch in kaart brengen van dijken.<p>Aftastende geotechnische stabiliteitsberekeningen verschaften inzicht in het belang van bepaalde parameters mbt. Het beschouwde faalmechanisme wat leidde tot een op de Vlaamse situatie toegespitste methodologie die toelaat zwakke schakels in de dijken te identificeren en haar toepassing moet vinden binnen de schade- en risicoberekeningen. Centraal staat de afweging van de (maat gevende) belasting en de (geotechnische) sterkte van de dijk, welke leidt tot een bepaalde waarde voor de faalindex. De sterkte van de dijk wordt indirect ingeschat adhv. Relatief eenvoudig te bepalen parameters, bvb. Dijkhoogte en helling landtalud ( [1]). De methode werd ondertussen omgezet in de GIS-tool ‘Dijktoets’ die de waterbeheerder toelaat snel en op grotere schaal een inschatting te maken van het faalgedrag van zijn dijken.","BibLvlCode":"AS","StandardTitle":"Conceptuele methode voor een snelle diagnose van het faalgedrag van de Vlaamse dijken","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2026-04-20 01:41:05.043949","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":2011,"MonPub":null,"DateUpdate":"2015-09-25","DateCreate":"2011-07-25","SecASFANote":null,"ConfID":null,"PeerRev":0,"VlizCoreFlag":1,"WoScode":null,"VABBcode":null,"OpenAcc":0},"refs":null,"anarec":{"AnaID":206511,"PubliDate":2011,"Pagination":"18-22","XtraPublOfAnaID":null,"ISBN":null,"Volume":"15","Issue":"3","BRefMon":null,"BRefMonRR":null,"BRefXtra":null,"BRefXtraRR":null,"SerBRefID":105933,"SerRR":"Geotechniek: onafhankelijk vaktijdschrift voor het geotechnische werkveld. 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