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contributor authorMohd Tahir, Siti Nor Fariza Mior
contributor authorYahaya, Nordin
contributor authorMd Noor, Norhazilan
contributor authorKar Sing, Lim
contributor authorAbdul Rahman, Azlan
date accessioned2017-05-09T01:23:13Z
date available2017-05-09T01:23:13Z
date issued2015
identifier issn0094-9930
identifier otherpvt_137_05_051701.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/159521
description abstractA simple yet practical model to estimate the time dependence of metal loss (ML) in underground pipelines has been developed considering the in situ soil parameters. These parameters are soil resistivity, pH, moisture content, chloride content, and salinity. The time dependence of the ML was modeled as Pmax = ktn, where t is the time exposure, k is ML constant, and n is the corrosion growth pattern. The results of ML and in situ parameters were analyzed using statistical methods such as data screening, linear correlation analysis, principal component analysis, and multiple linear regressions. The best model revealed that k is principally influenced by ressistivity, and n appears to be correlated with chloride content. Model optimization was carried out by introducing several observation criteria, namely, water access, soil color, and soil texture. The addition of these factors has improved the initial accuracy of model to an R2 score of 0.960. As a conclusion, the developed model can provide immediate assessment of corrosion growth experienced by underground structures.
publisherThe American Society of Mechanical Engineers (ASME)
titleUnderground Corrosion Model of Steel Pipelines Using In Situ Parameters of Soil
typeJournal Paper
journal volume137
journal issue5
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.4028424
journal fristpage51701
journal lastpage51701
identifier eissn1528-8978
treeJournal of Pressure Vessel Technology:;2015:;volume( 137 ):;issue: 005
contenttypeFulltext


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