Probability Prediction Model of the Maximum Corrosion Depth of Concrete Sewage Pipes

Author:

Gao Xiangling1ORCID,Wang Lina2,Liu Wei3

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China. ORCID: .

2. Master’s Student, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China; Structure Engineer, China of Institute of Project Planning Research (IPPR) International Engineering Co., Ltd., 5 Xisanhuan North Rd., Beijing 100089, China.

3. Associate Professor, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China; State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference43 articles.

1. Baker, C. A. 2001. “Pipeline materials in H2S 1977 Werribee pipeline.” In CSR Humes, information series NDP0101. Boca Raton, FL: CRC Press.

2. Berger, C., and C. Falk. 2011. Condition state of sewer systems in Germany, results of DWA–questioners 2009. [In German.] Hennef, Germany: Deutsche Vereinigung für Wasserwirtschaft.

3. Calculation and measurement of concrete corrosion depth;Cao S. Y.;Concr. Reinf. Concr,1988

4. Chemo-mechanical modelling of the external sulfate attack in concrete

5. A GF-discrepancy for point selection in stochastic seismic response analysis of structures with uncertain parameters

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