{"refrec":{"BRefID":122359,"RR":"<b>Peeters, P.; Van Looveren, R.; Vincke, L.; Vanneuville, W.; Blanckaert, J.</b> (2008). Analysis of dike breach sensitivity using a conceptual method followed by a comprehensive statistical approach to end up with failure probabilities, <b><i>in</i></b>: Simonovic, S.P. <i>et al.</i> (Ed.) <i>Proceedings of the 4th international symposium on flood defence: managing flood risk, reliability and vulnerability, Toronto, Ontario, Canada, May 6-8, 2008.</i> pp. 151(1)-151(8)","BEntID":116428,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":", <b><i>in</i></b>: Simonovic, S.P. <i>et al.</i> <i>Proceedings of the 4th international symposium on flood defence: managing flood risk, reliability and vulnerability (ISFD 2008), Toronto, Ontario, Canada, May 6-8, 2008.</i> pp. 151(1)-151(8)","DocTypID":17,"DocType":"Book chapters","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Peeters, P.; Van Looveren, R.; Vincke, L.; Vanneuville, W.; Blanckaert, J.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Peeters, P. <i>et al.</i>","Englishabstract":"Breach formation can be initiated by various geotechnical failure mechanisms. Evaluation ofthese mechanisms usually requires an enormous amount of data which is currently not available inFlanders. Therefore, a conceptual method for the estimation of breach sensitivity along waterways hasbeen developed by Flanders Hydraulics Research. The method can be executed based on a limitedamount of data which is currently available and avoids the need to perform expensive and timeconsuming large scale field surveys. For each failure mechanism, readily available strength-parametersare weighted and the outcome is the ‘failure index’ for the considered failure mechanism. These indexesallow to estimate where breaching is likely to occur. 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