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contributor authorMasoud Moradian
contributor authorMohammad Shekarchi
contributor authorFarhad Pargar
contributor authorAboozar Bonakdar
contributor authorMahdi Valipour
date accessioned2017-05-08T21:37:27Z
date available2017-05-08T21:37:27Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29cf%2E1943-5509%2E0000193.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57779
description abstractOne of the most severe exposure conditions for concrete structures is a sewage environment where various kinds of chemical and biological aggressive ions exist. These substances react with concrete through different mechanisms and lead to the deterioration of concrete and corrosion of the reinforcement. Most of the publications have focused on a biogenic sulfuric acid attack on concrete exposed to sewage, and not many authors have considered other aggressive phenomena, such as chloride diffusion and carbonation in a sewage environment. In this paper, the level of damage in concrete structures of a sewage treatment plant was assessed by a comprehensive set of experiments. The test results showed that a complex attack occurred in poorly constructed structures, which deteriorated concrete and caused cement paste decomposition, efflorescence formation, spalling of concrete, the occurrence of cracks, and considerable chloride penetration in concrete resulting in the corrosion of the reinforcement.
publisherAmerican Society of Civil Engineers
titleDeterioration of Concrete Caused by Complex Attack in Sewage Treatment Plant Environment
typeJournal Paper
journal volume26
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0000189
treeJournal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 001
contenttypeFulltext


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