Concrete Solutions 2011 2011
DOI: 10.1201/b11585-82
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Prediction of reliability of utility tunnel structures subject to dynamic loads

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Cited by 3 publications
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“…Another study proposed a bilinear corrosion loss model based upon observed corrosion rates in field sewers [64]. The sewer service life was also analyzed using safety and risk assessment to determine the probability of failure to assist sewer maintenance and planning [65]. Conventionally, the degradation of concrete can be theoretically modelled considering the chemical and physical reactions involved in the corrosion process [66].…”
Section: Modelling and Monitoring Of Sewer Processes And Concrete Cormentioning
confidence: 99%
“…Another study proposed a bilinear corrosion loss model based upon observed corrosion rates in field sewers [64]. The sewer service life was also analyzed using safety and risk assessment to determine the probability of failure to assist sewer maintenance and planning [65]. Conventionally, the degradation of concrete can be theoretically modelled considering the chemical and physical reactions involved in the corrosion process [66].…”
Section: Modelling and Monitoring Of Sewer Processes And Concrete Cormentioning
confidence: 99%
“…The corrosion impacts of both sulfuric acid and chloride on the reliability index using Monte Carlo simulation are presented in [8]. Mahmoodian and Li [9] developed an analytical stochastic reliability method to predict the probability of failure of concrete sewer pipes. Analytical results obtained from the first passage theory were then verified by the Monte Carlo simulation method.…”
Section: Introductionmentioning
confidence: 99%