Probabilistic Analysis of Pipelines in Geohazard Zones Using a Novel Approach for Strain Calculation

Author:

Zheng Qian1ORCID,Allouche Ismael2,Qiu Weichen3ORCID,Li Yong4,Yoosef-Ghodsi Nader5,Fowler Matt6,Adeeb Samer7

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3 (corresponding author). ORCID: .

2. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

3. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3. ORCID:

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

5. Engineering Specialist, Enbridge Liquids Pipelines, 0175 101 St. NW, Edmonton, AB, Canada T5J 0H3.

6. Senior Reliability Engineer, Enbridge Liquids Pipelines, 0175 101 St. NW, Edmonton, AB, Canada T5J 0H3.

7. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2R3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference33 articles.

1. ALA (American Lifelines Alliance). 2001. Guidelines for the design of buried steel pipe. Reston, VA: ASCE.

2. Baumgard A. M. Beaupre and M. Leir. 2016. “Implementing a quantitative geohazard frequency analysis framework as a component of risk assessment of new pipelines.” In Proc. 11th Int. Pipeline Conf. V002T07A020. New York: ASME.

3. Critical Buckling Strain Equations for Energy Pipelines—A Parametric Study

4. Fairchild D. P. M. L. Macia S. Kibey X. Wang V. R. Krishnan F. Bardi H. Tang and W. Cheng. 2011. “A multi-tiered procedure for engineering critical assessment of strain-based pipelines.” In Proc. 21st Int. Offshore and Polar Eng. Conf. ISOPE-I. Richardson TX: OnePetro.

5. Guthrie R. and E. Reid. 2018. “Estimating landslide induced probability of failure to pipelines using a structured reductionist approach.” In Proc. 12th Int. Pipeline Conf. V002T07A004. New York: ASME.

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