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contributor authorR. G. Robinson
contributor authorT. S. Tan
contributor authorG. R. Dasari
contributor authorC. F. Leung
contributor authorA. Vijayakumar
date accessioned2017-05-08T21:31:50Z
date available2017-05-08T21:31:50Z
date copyrightJune 2005
date issued2005
identifier other%28asce%291532-3641%282005%295%3A2%28125%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55001
description abstractLand reclamation is a major civil engineering activity in Singapore. Due to depletion of suitable local fills and the cost of imported sand, dredged and excavated clay fills, in spite of their poor engineering properties, are being evaluated as a fill material. To reduce double handling, it is desirable for the clay to be used directly in a lump form, instead of the more conventional slurry fill. While the performance of a slurry fill is relatively well understood, the behavior of lumpy fill is not. This paper reports the results of a laboratory study carried out on lumpy fill made of cubical clay lumps of size ranging from
publisherAmerican Society of Civil Engineers
titleExperimental Study of the Behavior of a Lumpy Fill of Soft Clay
typeJournal Paper
journal volume5
journal issue2
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2005)5:2(125)
treeInternational Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002
contenttypeFulltext


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