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contributor authorCharles M. Burt
contributor authorSierra Orvis
contributor authorNadya Alexander
date accessioned2017-05-08T21:52:43Z
date available2017-05-08T21:52:43Z
date copyrightJuly 2010
date issued2010
identifier other%28asce%29ir%2E1943-4774%2E0000232.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65093
description abstractSimple in situ vibratory soil compaction of earth lined canals was tested to determine the impact on seepage losses. Commercial equipment was used for vibratory compaction of long sections of five irrigation district earthen canals. Ponding tests were conducted before and after compaction. When the sides and bottoms of the canals were compacted, seepage reductions of about 90% were obtained; reductions of 16–31% were obtained when only sides were compacted.
publisherAmerican Society of Civil Engineers
titleCanal Seepage Reduction by Soil Compaction
typeJournal Paper
journal volume136
journal issue7
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000205
treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 007
contenttypeFulltext


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