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contributor authorDennis G. Grubb
contributor authorNicholas E. Malasavage
contributor authorCharles J. Smith
contributor authorMaria Chrysochoou
date accessioned2017-05-08T21:46:47Z
date available2017-05-08T21:46:47Z
date copyrightAugust 2010
date issued2010
identifier other%28asce%29gt%2E1943-5606%2E0000305.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62065
description abstractThis study presents the results of a detailed geotechnical evaluation of six stabilized dredged material (SDM) blends incorporating various combinations of lime, cement kiln dust, high alkali and slag cements, and Class F fly ash. The dredged material classified as CH/OH soil with an in situ moisture content (MC) of approximately 130% and void ratio of 3.35. Mix designs and unconfined compression strength tests were completed for each SDM blend based on 3-day mellowing characteristics. Compacted dry densities were on the order of
publisherAmerican Society of Civil Engineers
titleStabilized Dredged Material. II: Geomechanical Behavior
typeJournal Paper
journal volume136
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000290
treeJournal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 008
contenttypeFulltext


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