Thesis
Large displacement numerical analysis of offshore pipe-soil interaction on clay
- Abstract:
-
Offshore on-bottom pipelines are vulnerable to lateral buckling caused by thermal- and pressure-induced axial expansion. A cost-effective solution is to allow for the buckling to occur in a controlled manner rather than to prevent it. This design approach requires an accurate assessment of the soil resistance experienced by the pipe during large cyclic lateral displacements.
Expand abstract
The sequential limit analysis (SLA) method has been developed to study soil-structure interaction problems involving...
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Authors
Contributors
+ Martin, C
- Institution:
- University of Oxford
- Division:
- MPLS
- Department:
- Engineering Science
- Role:
- Supervisor
+ Byrne, B
- Institution:
- University of Oxford
- Division:
- MPLS
- Department:
- Engineering Science
- Role:
- Supervisor
- ORCID:
- 0000-0002-9704-0767
+ China Scholarship Council
More from this funder
- Funder identifier:
- https://ror.org/04atp4p48
- Funding agency for:
- Kong, D
- Type of award:
- DPhil
- Level of award:
- Doctoral
- Awarding institution:
- University of Oxford
- Language:
-
English
- UUID:
-
uuid:ad59607b-564e-47fb-9261-8dd5ae3ac7f6
- Deposit date:
-
2016-05-09
Terms of use
- Copyright holder:
- Deqiong Kong
- Copyright date:
- 2015
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