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contributor authorZoltan V. Solymar
contributor authorBarak C. Iloabachie
contributor authorRamesh C. Gupta
contributor authorLeslie R. Williams
date accessioned2017-05-08T20:33:27Z
date available2017-05-08T20:33:27Z
date copyrightOctober 1984
date issued1984
identifier other%28asce%290733-9410%281984%29110%3A10%281415%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19482
description abstractThe Jebba Main Dam is founded on alluvial sands up to 230 ft (70 m) in depth. Soil investigation established the presence of locally loose materials at various depths. The test methods of the original investigation are described, and the soil parameters measured are presented. A short description of design considerations is followed by a detailed description of field tests with different vibrocompaction equipment, deep blasting, and penetrometer equipment. Production work included densification of approximately
publisherAmerican Society of Civil Engineers
titleEarth Foundation Treatment at Jebba Dam Site
typeJournal Paper
journal volume110
journal issue10
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1984)110:10(1415)
treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 010
contenttypeFulltext


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