A levee breach induced by internal erosion in Western Australia
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DOI: 10.1144/qjegh2021-037
Abstract: This case study presents a levee breach induced by piping erosion under cyclonic conditions in 2019. The levee is a 2.5 m-high, 500 m-long, mass earth-fill embankment; with no cutoff trench, core or ancillary structures. Located near… read more here.
Keywords: breach; breach induced; western australia; erosion ... See more keywords