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contributor authorDamian Beben
date accessioned2017-05-08T22:17:05Z
date available2017-05-08T22:17:05Z
date copyrightDecember 2015
date issued2015
identifier other40090093.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76216
description abstractCorrugated steel plate (CSP) culverts are exposed to the risk of soil corrosion because of the location in the soil environment. This paper characterizes the most important factors contributing to corrosion in the soil: resistivity, pH, and moisture content. Tests of soil resistivity based on the geophysical electrical resistivity measurements (Wenner array) are presented. This method allows for soil resistivity measurements at various depths. The conducted experimental tests concerned the six galvanized CSP culverts situated on different types of roads (national, provincial, and local). All tests were conducted in two seasons: summer and spring. The minimum resistivity of the soil in the vicinity of the CSP culverts amounted to
publisherAmerican Society of Civil Engineers
titleBackfill Corrosivity around Corrugated Steel Plate Culverts
typeJournal Paper
journal volume29
journal issue6
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000654
treeJournal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
contenttypeFulltext


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