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contributor authorEmilie Hudon
contributor authorSaeed Mirza
contributor authorDominic Frigon
date accessioned2017-05-08T21:58:00Z
date available2017-05-08T21:58:00Z
date copyrightMay 2011
date issued2011
identifier other%28asce%29ps%2E1949-1204%2E0000117.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67624
description abstractBiodeterioration of concrete sewers is a common problem that results in concrete disintegration and significant damage. Two stages are normally identifiable in the process: an initiation stage, during which the concrete pore water pH is reduced from an initial value of over 12 to a value of about 9 by ingress of hydrogen sulfide gas and carbon dioxide (carbonation) and subsequent reaction with the hydrated cement paste; and a second stage, active biodeterioration, during which microorganisms excrete sulfuric acid that attacks the hydrated cement paste (HCP). Various national codes and standards provide some guidance to mitigate this problem. Sulfur-oxidizing microorganisms growing on the sewer walls have been isolated as the main culprit, but other phenomena come into play before biodeterioration occurs. Steady-state biodeterioration rates of
publisherAmerican Society of Civil Engineers
titleBiodeterioration of Concrete Sewer Pipes: State of the Art and Research Needs
typeJournal Paper
journal volume2
journal issue2
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000072
treeJournal of Pipeline Systems Engineering and Practice:;2011:;Volume ( 002 ):;issue: 002
contenttypeFulltext


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