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contributor authorG. P. Karunaratne
contributor authorS. H. Chew
contributor authorK. W. Leong
contributor authorW. K. Wong
contributor authorL. H. Lim
contributor authorK. S. Yeo
contributor authorA. M. Hee
date accessioned2017-05-08T21:27:47Z
date available2017-05-08T21:27:47Z
date copyrightSeptember 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A9%28858%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52391
description abstractPrefabricated vertical drains (PVDs) normally consist of a core and a filter (sleeve) made with polymeric materials. Modern installation rigs are capable of installing them at considerable speed in soft soil deposits. This note reports the tension developed in a PVD filter sleeve during the installation process, which was monitored with strain gauges. A tension of about 1,000 N was measured near the shoe shortly after the commencement of mandrel withdrawal. The need to watch the stresses in PVD in relation to the material properties of the components is highlighted.
publisherAmerican Society of Civil Engineers
titleInstallation Stress in Prefabricated Vertical Drains
typeJournal Paper
journal volume129
journal issue9
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:9(858)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 009
contenttypeFulltext


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