Variability of levee failure mechanisms subject to heavy rainfalls, case studies in Taiwan

NCUIR > Engineering College > Department of Civil Engineering > journal & Dissertation > Item 987654321/100575

Please use this identifier to cite or link to this item: https://ir.lib.ncu.edu.tw/handle/987654321/100575

Title:	Variability of levee failure mechanisms subject to heavy rainfalls, case studies in Taiwan
Authors:	黃文昭;Huang, Wen-Chao;Yu, Hong-Wen
Contributors:	工學院土木工程學系
Keywords:	Assessments;extreme rainfall;Failure;Failure mechanisms;Geohazards;Levee stability;Levees;reliability analysis;scouring depth;Sliding;Slopes;Stability;uncertainty
Date:	2016-10-01
Issue Date:	2026-04-21 14:07:09 (UTC+8)
Publisher:	Taylor and Francis Ltd.;Taylor & Francis
Abstract:	摘要： In this study, the failure mechanisms for Chiuliao 1st Levee and Gueishan Levee in Taiwan were re-examined comprehensively considering the uncertainty of different parameters. Results have shown that for Chiuliao 1st Levee, the slope sliding failure has a higher coefficient of variation (COV). For Gueishan Levee, retaining wall sliding and overturning failure have higher values of COV instead. It can also be found that the scouring depths affect the stability of the levee significantly, therefore, a protecting system for the backfill material may be necessary to increase the stability of the levee effectively. 出版者： Taylor & Francis 出版日期： 2016-10-01 出處： Georisk, 2016-10, Vol.10 (4), p.269-279 版權： 2016 Informa UK Limited, trading as Taylor & Francis Group 2016 識別號： ISSN: 1749-9518 識別號： EISSN: 1749-9526 識別號： DOI: 10.1080/17499518.2016.1186807
Appears in Collections:	[Department of Civil Engineering] journal & Dissertation

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