Abstract
In the article an issue of corrosion impact both sulphate and chloride on the reliability index was solved by analytical methods. The pipeline was located in a homogenic soil backfill under communication load. The depth of corrosion penetration was estimated by selection of the maximum length of cracks. As a result of deterioration zone appeared to be a function of time in exploitation according to average environmental concentration which can initialise a percent of chemical and mechanical degradation of concrete. The work shows also the complete analytical way which help to assess the safety level of sewer pipelines what can be introduced to geographic information systems.
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