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contributor authorAlberto A. Sagüés
contributor authorRandall Scott
contributor authorJuan Rossi
contributor authorJosé A. Peña
contributor authorRodney Powers
date accessioned2017-05-08T21:17:12Z
date available2017-05-08T21:17:12Z
date copyrightAugust 2000
date issued2000
identifier other%28asce%290899-1561%282000%2912%3A3%28220%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45647
description abstractThe corrosion condition of the galvanized reinforcement in Florida Department of Transportation (FDOT) Mechanically Stabilized Earth Walls (MSEW) was determined at selected sites. For this purpose, 10 MSEW structures were instrumented at 8 different Florida sites for measurements of soil resistivity, electrical potential, and corrosion rates of both galvanized steel and plain steel by polarization resistance tests. The FDOT design standards for soil chemistry and particle size distribution were met in virtually all the test locations and structures tested. The reinforcements in the structures investigated were typically in good condition and the apparent corrosion rate of galvanized elements was low (average about 1 μm/year). A deterioration model for service life forecasting was formulated using the field survey input.
publisherAmerican Society of Civil Engineers
titleCorrosion of Galvanized Strips in Florida Reinforced Earth Walls
typeJournal Paper
journal volume12
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2000)12:3(220)
treeJournal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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