4.5 Article

Geotechnical Analysis of a Mat Foundation Supporting a Wellhead Platform

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)GT.1943-5606.0002669

Keywords

Wellhead platform; Mat foundation; Installation; Remolding; Creep; Settlement; Large-deformation finite-element analysis

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This research focuses on the installation behavior of mat foundations in soft soil sites, examining factors such as expected penetration depth, target center of gravity, tilt correction using ballast tanks, and settlement post-installation in order to evaluate the suitability of large-area mat foundations. Advanced simulations and lab testing were conducted to provide necessary soil parameters for analysis and gain insights into the behavior of mat foundations before and after installation.
China National Offshore Oil Corporation (CNOOC) currently is developing a mat-supported wellhead production platform concept as an alternative solution to conventional jacket platforms in shallow-water oil fields. The platform is towed to the site with the mat foundation elevated. The mat then is lowered and embedded in the seabed as the hull is jacked out of the water. Steel pipe piles subsequently are driven through the tubular legs of the platform. After grouting the connection, the pile foundations provide permanent support for the platform. The mat foundation therefore provides only temporary support to the platform. This paper presents a case study focusing on the installation behavior of the mat foundation in a soft soil site as part of the platform concept development and suitability evaluation. The study determined (1) the expected penetration depth under the platform's self-weight considering its irregular geometry and soft over stiff clay stratigraphy; (2) the target center of gravity to achieve even penetration and the potential for tilt development in the case of offset from the target position; (3) the effectiveness of using ballast tanks to correct the tilt; and (4) settlement after the installation due to dissipation of pore pressure and creep. Advanced large-deformation finite-element simulations featuring a strain softening soil model and analytical analyses were performed. A dedicated lab testing program geared was designed and executed to provide the necessary soil parameters for the analyses. This paper presents the techniques and considerations that were applied in this study and insights gained into the installation and subsequent postinstallation behavior of large-area mat foundations.

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