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contributor authorJames L. Sherard
date accessioned2017-05-08T20:34:08Z
date available2017-05-08T20:34:08Z
date copyrightOctober 1986
date issued1986
identifier other%28asce%290733-9410%281986%29112%3A10%28905%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19833
description abstractThere is now sufficient evidence to conclude that concentrated leaks occur commonly through the impervious sections of embankment dams by hydraulic fracturing without being observed, even in dams which are not subjected to unusually large differential settlement. Usually these concentrated leaks do not cause erosion, either because the velocity is too low or because the leak discharges into an effective filter. Subsequently the leakage channel is squeezed shut by swelling or softening of the embankment material forming the walls of the crack. In the typical case no measurable leakage emerges downstream and there is no other indication that a concentrated leak developed and was subsequently sealed. This action probably occurs to some degree in most embankment dams.
publisherAmerican Society of Civil Engineers
titleHydraulic Fracturing in Embankment Dams
typeJournal Paper
journal volume112
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1986)112:10(905)
treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010
contenttypeFulltext


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