Graduation Semester and Year
2019
Language
English
Document Type
Thesis
Degree Name
Master of Science in Civil Engineering
Department
Civil Engineering
First Advisor
Himan Jalali
Second Advisor
Xinbao HojatYu
Abstract
The serviceability and structural performance of reinforced concrete pipes could deteriorate for many reasons. The loss in structural capacity and other structural operations may drastically affect the surrounding environment, public health and the economy. This research is directed towards the estimation of remaining service life, and to evaluate the level of risk of failure of reinforced concrete sewer pipes (RCSP) that are subjected to continuing corrosion due to sulfide attack that in turn leads to loss of pipe thickness caused by excessive deterioration along the pipe’s interior wall. In order to estimate the remaining service life, reliability theory is used by applying concrete cover limit state function, and time-dependent parameters are used to calculate the probability of the pipeline exceeding its given service life. Herein, the predicted service life is defined as the time at which the probability of exceedance is equal to 10%, which was selected based on engineering judgement. The presented methodology has been done to a sample of 16 RC pipes located in Houston, Texas, USA. Pipes are in different situation; some of these pipes are slightly deteriorated and have expected service life greater than 150 years; while others are severely eroded, with a predicted service life of 20 years or less.
Keywords
Reinforced concrete pipes, Corrosion
Disciplines
Civil and Environmental Engineering | Civil Engineering | Engineering
License
This work is licensed under a Creative Commons Attribution-NonCommercial-Share Alike 4.0 International License.
Recommended Citation
Moamaei, Pardis, "REMAINING SERVICE LIFE ESTIMATION AND PROBABILISTIC ANALYSIS OF REINFORCED CONCRETE SEWER PIPELINE SYSTEMS" (2019). Civil Engineering Theses. 440.
https://mavmatrix.uta.edu/civilengineering_theses/440
Comments
Degree granted by The University of Texas at Arlington