Javascript must be enabled to continue!
Numerical modelling of a soil structure interaction for a torpedo base conductor in a petroleum well under an extreme lateral load
View through CrossRef
This work aims to compare the performance, regarding the soil structure interaction, of a torpedo base conductor and a jetted conductor, considering a drilling rig drift-off scenario. This can be considered an extreme load scenario and the results will be shown for lateral loads coming from the interaction between the wellhead and the drilling rig, drilling riser and BOP.A complete 3D CAD model of the Torpedo Base Conductor was created and the soil was also modelled with 3D elements. Based on previous references, the selected 3D soil element was the Drucker-Prager constitutive model (Costa, 2008, Aysen, 2016 and Sanomia, 2016). Notably, the Drucker-Prager model accounts for non-homogeneous soil, meaning that the material properties vary with depth according to its undrained shear strength profile.The final results show the behavior of soil under lateral loads for both the torpedo base and the jetted conductor, as well as the structural response. The final conclusion is that the torpedo base has a better performance under lateral loads than the jetted conductor and can be considered a good well foundation solution to mitigate problems associated with interventions with dynamic position drilling rigs in shallower water depth.
Title: Numerical modelling of a soil structure interaction for a torpedo base conductor in a petroleum well under an extreme lateral load
Description:
This work aims to compare the performance, regarding the soil structure interaction, of a torpedo base conductor and a jetted conductor, considering a drilling rig drift-off scenario.
This can be considered an extreme load scenario and the results will be shown for lateral loads coming from the interaction between the wellhead and the drilling rig, drilling riser and BOP.
A complete 3D CAD model of the Torpedo Base Conductor was created and the soil was also modelled with 3D elements.
Based on previous references, the selected 3D soil element was the Drucker-Prager constitutive model (Costa, 2008, Aysen, 2016 and Sanomia, 2016).
Notably, the Drucker-Prager model accounts for non-homogeneous soil, meaning that the material properties vary with depth according to its undrained shear strength profile.
The final results show the behavior of soil under lateral loads for both the torpedo base and the jetted conductor, as well as the structural response.
The final conclusion is that the torpedo base has a better performance under lateral loads than the jetted conductor and can be considered a good well foundation solution to mitigate problems associated with interventions with dynamic position drilling rigs in shallower water depth.
Related Results
Bearing Characteristics of Composite Conductor Structure: Deepwater Conductor Pipe with Suction Bucket Foundation
Bearing Characteristics of Composite Conductor Structure: Deepwater Conductor Pipe with Suction Bucket Foundation
Abstract
In order to improve the vertical and lateral load bearing capacity of the drilling conductor, composite design of bucket foundation and drilling conductor w...
Numerical simulation of the lateral load test on piles through a parametric analysis
Numerical simulation of the lateral load test on piles through a parametric analysis
Pile foundations are utilized to transfer load from the superstructure to the soil mass when the surface layer of the ground exhibits low load-bearing capacity. For an axially load...
Improvement of Conductor Driving Operation for Deeper Penetration to Prevent Drive-Drill Operation: Cost-Effective and Efficient Conductor Installation in Offshore East Java, Indonesia
Improvement of Conductor Driving Operation for Deeper Penetration to Prevent Drive-Drill Operation: Cost-Effective and Efficient Conductor Installation in Offshore East Java, Indonesia
Abstract
In December 2021, Husky-CNOOC Madura Limited (HCML) commenced the ten (10) wells development drilling campaign of three (3) fields (Field M1, Field M2, and ...
Analyses and Measurements of Conductor Response for Jack-up Drilled Wells in 110 m Water Depth in Harsh Environments.
Analyses and Measurements of Conductor Response for Jack-up Drilled Wells in 110 m Water Depth in Harsh Environments.
Abstract
The analysis of conductor systems for wells drilled by jack-ups is often limited to analysis of the conductor alone as a free standing unit. This paper d...
Microcomputers and Petroleum Economics Software: A Purchaser's Guide
Microcomputers and Petroleum Economics Software: A Purchaser's Guide
Summary
Microcomputers with software designed specifically for the petroleum industry can provide a highly cost-effective alternative to petroleum industry can pr...
Advancements in Deepwater Drilling Riser Modelling
Advancements in Deepwater Drilling Riser Modelling
Experience with modern ultra-deepwater capable drilling vessels and their associated marine riser tensioner systems has led to increased concerns over tensioner load variations in ...
Slope stability enhancements through soil arching
Slope stability enhancements through soil arching
Earth embankments built over soft foundations require the use of ground improvement measures of the foundation such as installation of rigid inclusions or piles. The vertical piles...
Crane Load Moment System For Offshore Crane Operations
Crane Load Moment System For Offshore Crane Operations
Abstract
History has shown that dependency upon the crane operator to monitor loads and boom angle or load radius do not allow the margin necessary to perform the...

