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Keywords: pile foundation
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Proceedings Papers

Paper presented at the Offshore Technology Conference, May 1–4, 2023
Paper Number: OTC-32220-MS
... Abstract The utilization of suction pile as a foundation for subsea structures is a modern alternative to the traditional foundation types. Suction pile foundation is widely used nowadays due to the benefits and advantages relevant to the design and installation of such a foundation...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 4–7, 2009
Paper Number: OTC-19906-MS
... OTC 19906 Is Scour Important for Pile Foundation Design in Deepwater? Y. Li, Technip Inc.; X. Chen and S. Fan, Fugro Inc.; and J.-L. Briaud and H.C. Chen, Texas A&M University Copyright 2009, Offshore Technology Conference This paper was prepared for presentation at the 2009 Offshore Technology...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 2–5, 2005
Paper Number: OTC-17676-MS
... probabilistic approach risk assessment gilbert platform reserves evaluation engineering pipeline hurricane risk and uncertainty assessment drilling operation management chemical spill information pile foundation pile capacity risk management technology conference lower-bound...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 3–6, 1999
Paper Number: OTC-10927-MS
... Abstract A reliability-based approach is presented to design an offshore pile foundation without a site-specific boring. The essence of this approach is to provide the same level of reliability for the pile foundation, whether or not a site-specific boring is used in its design. Design charts...
Proceedings Papers

Paper presented at the Offshore Technology Conference, April 27–30, 1987
Paper Number: OTC-5409-MS
... calcareous sand gauge valve pile element barthelemy pile foundation displacement grouted pile friction nauroy grout pipe tirant otc 5409 conf skin friction kpa packer system OTC 5409 Grouted Driven Piles: An Economic and Safe Alternate for Pile Foundations by H.C. Barthelemy...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 4–7, 1981
Paper Number: OTC-4147-MS
... to be useful for both initial optimization of he foundation system as well as to serve as a final pheck of the foundation integrity. Some aspects of dynamic and cyclic behavior of the pile foundation should be considered in design They include pile drivability and cyclic degradation In the paper, a single...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 5–8, 1980
Paper Number: OTC-3872-MS
... structures was substantially completed in early'1979 by the Contractor, Hyundai Construction Co. Ltd. The installation and testing of the pile foundations described below took place between May 1977 and December 1978. The general layout of the tanker terminal is shown in Fig. 1. Water depth varies over...
Proceedings Papers

Paper presented at the Offshore Technology Conference, April 30–May 3, 1979
Paper Number: OTC-3497-MS
... assembled on site as they were lowered and placed in their final position as shown in Figure 1. The jacket base section and the pile foundation were installed during the summer of 1977. The remainder of the structure was completed during the 1978 work season. The foundation for the platform consisted...
Proceedings Papers

Paper presented at the Offshore Technology Conference, May 1–4, 1977
Paper Number: OTC-2955-MS
... offshore technology conference three-dimensional pile analysis pile foundation three-dimensional analysis analysis method subsea system loading upstream oil & gas displacement condensation houston texas offshore platform pile analysis interface foundation superstructure...
Proceedings Papers

Paper presented at the Offshore Technology Conference, April 18–20, 1971
Paper Number: OTC-1484-MS
... Abstract An offshore platform is usually a structural steel framework which extends to the sea floor and is supported by a pile foundation. The medium though which the piles are driven generally consits of.nonh9mogeneous soil layers with nonlinear soil pressure-displacement characteristics...

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