Analysis of buried pipelines subjected to ground surface settlement and heave
- Submitting institution
-
University of Bristol
- Unit of assessment
- 12 - Engineering
- Output identifier
- 93707479
- Type
- D - Journal article
- DOI
-
10.1139/cgj-2014-0332
- Title of journal
- Canadian Geotechnical Journal
- Article number
- -
- First page
- 1058
- Volume
- 52
- Issue
- 8
- ISSN
- 0008-3674
- Open access status
- Out of scope for open access requirements
- Month of publication
- December
- Year of publication
- 2014
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
-
2
- Research group(s)
-
C - Earthquake and Geotechnical Engineering
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper analyses for the first time the effects of differential ground settlement and heave on buried pipelines, and introduces a novel simplified analytical methodology to be utilized in pipeline design practice, as an alternative to elaborate three-dimensional nonlinear numerical analyses that would require research expertise and would involve increased computational cost. The associated work initiated a collaboration between the University of Bristol and the University of Newcastle, Australia, the paper was awarded as the Journal Editor’s Choice, while the proposed methodology was presented in an invited talk by the first Author at the Institution of Civil Engineers.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -