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contributor authorS. K. Gulhati
contributor authorG. V. Rao
contributor authorS. K. Gupta
contributor authorY. N. Rammurthy
date accessioned2017-05-08T23:10:53Z
date available2017-05-08T23:10:53Z
date copyrightSeptember, 1981
date issued1981
identifier issn0195-0738
identifier otherJERTD2-26383#254_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94427
description abstractCurrently immediate settlement of submarine pipelines can be assessed by using a method proposed by Small, et al. [3]. Concepts advanced by Reid [2] and Ghazzaly and Lim [4] have been extended herein to enable evaluation of immediate settlement. The immediate settlements of model pipelines measured in an apparatus devised for this purpose, in two cohesive soils at water contents in excess of liquid limits, have been used to assess the validity of the three methods. For immediate settlement to diameter ratio (Df /D) ≤ 0.4, experimentally observed values agree with prediction based on concepts of Ghazzaly and Lim as extended herein. For Df /D ≥ 0.5, Small, et al.’s theory compares well with observed data.
publisherThe American Society of Mechanical Engineers (ASME)
titleModel Studies on Immediate Settlement Behavior of Submarine Pipelines
typeJournal Paper
journal volume103
journal issue3
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.3230847
journal fristpage254
journal lastpage258
identifier eissn1528-8994
keywordsUnderwater pipelines
keywordsPipelines
keywordsSoil AND Water
treeJournal of Energy Resources Technology:;1981:;volume( 103 ):;issue: 003
contenttypeFulltext


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