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Experimental Investigations of Stiffeners for Foundations of Offshore Gravity Platforms

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Results are presented for laboratory tests of a large-scale model of a gravity platform with additional deep elements in the form of flat ribs-“skirts,” and also experiments on the impression of segments of a plane and wedge-shape stiffener in the ground.

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REFERENCE

  1. V. G. Fedorovsky, S. V. Kurillo, S. N. Levachev, and A. F. Lunin, Simulation of behavior of a gravity structure subject to lateral loading, Proceedings of the Sixth International Conference on Numerical Methods in Geomechanics, Innsbruck (1988).

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Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Russia

    S. V. Kurillo & V. G. Fedorovskii

  2. Moscow State Civil Engineering University, Russia

    S. N. Levachev

  3. All-Russian Scientific-Research Institute of Natural Gas, Russia

    S. I. Shibakin

Authors
  1. S. V. Kurillo
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  2. S. N. Levachev
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  3. V. G. Fedorovskii
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  4. S. I. Shibakin
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Kurillo, S.V., Levachev, S.N., Fedorovskii, V.G. et al. Experimental Investigations of Stiffeners for Foundations of Offshore Gravity Platforms. Soil Mechanics and Foundation Engineering 39, 85–91 (2002). https://doi.org/10.1023/A:1020315917642

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  • DOI: https://doi.org/10.1023/A:1020315917642

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