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contributor authorTimothy D. Stark
contributor authorThomas A. Williamson
contributor authorJack Fowler
contributor authorDavid Pezza
contributor authorYvonne Gibbons
date accessioned2017-05-08T21:14:51Z
date available2017-05-08T21:14:51Z
date copyrightFebruary 1999
date issued1999
identifier other%28asce%290887-3828%281999%2913%3A1%288%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44181
description abstractA 183 m by 122 m prefabricated vertical-drain test section was completed in February, 1993, in the Craney Island Dredged Material Management Area. The test section was constructed to evaluate the effectiveness of prefabricated vertical drains in consolidating the dredged fill and underlying foundation clay, thus increasing the storage capacity of the facility. The feasibility of installing prefabricated vertical drains was questionable because vertical drains had never been installed in an active dredged material management area; a drain length of approximately 50 m was close to the longest vertical drain ever installed, and the installation equipment could exert a ground pressure of only 10.3 kPa to operate on the surface of the soft dredged material. Results show that the dredged fill and foundation clay underwent substantial consolidation settlement (1.8 to 2.7 m in 30 months) after drain installation. In summary, prefabricated vertical drains appear to be an economical technique for increasing the storage capacity of active and inactive dredged material management areas.
publisherAmerican Society of Civil Engineers
titlePrefabricated Vertical-Drain Test Section in Craney Island Dredged Material Management Area
typeJournal Paper
journal volume13
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1999)13:1(8)
treeJournal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 001
contenttypeFulltext


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