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contributor authorCharles
contributor authorAubeny
contributor authorChao-Ming
contributor authorChi
date accessioned2017-05-08T21:48:12Z
date available2017-05-08T21:48:12Z
date copyrightJanuary 2014
date issued2014
identifier other%28asce%29gt%2E1943-5606%2E0000997.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62801
description abstractVertically loaded anchors (VLAs) are installed in a manner similar to drag-embedded anchors, except that after initial drag installation the anchor shank is released to enhance pullout capacity. Because of their lightness and relatively low installation cost, VLAs offer an attractive alternative for mooring systems. However, existing design procedures are largely empirically based, and uncertainties with regard to anchor trajectory and load capacity have limited their application to temporary mooring systems. This paper presents a design model for predicting VLA performance during drag installation, shank release, and subsequent loading beyond the installation load. Model-based parametric studies on the effects of VLA fluke–shank angle and anchor line angle at the mudline are also presented. Some aspects of the model have been benchmarked against limited available field data, but a broader validation is still needed.
publisherAmerican Society of Civil Engineers
titleAnalytical Model for Vertically Loaded Anchor Performance
typeJournal Paper
journal volume140
journal issue1
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000979
treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 001
contenttypeFulltext


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