AN EXPERIMENTAL INVESTIGATION OF A SHALLOW SKIRTED FOUNDATION UNDER COMPRESSION AND TENSION

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概要

• 論文の詳細を見る

• Shallowly embedded skirted foundations are an attractive alternative to piles for jacket structures and buoyant facilities as they can resist uplift but are cheaper to install than deep foundations. Bearing capacity of shallow skirted foundations in compression is moderately well understood while there is still considerable uncertainty over uplift capacity, particularly for loading sustained over a period of time. This paper reports results from beam centrifuge tests on a shallow skirted foundation in clay, subjected to uplift and compression. Rapid and sustained loading is considered and the effects of consolidation stress level and stress history on undrained capacity and sustained load response are reported.

• 社団法人地盤工学会の論文

著者

• Acosta-martinez Hugo

  Centre For Offshore Foundation Systems The University Of Western Australia

• Randolph Mark

  Centre For Offshore Foundation Systems The University Of Western Australia

• GOURVENEC SUSAN

  Centre for Offshore Foundation Systems, The University of Western Australia

• Gourvenec Susan

  Centre For Offshore Foundation Systems The University Of Western Australia

関連論文

• AN EXPERIMENTAL INVESTIGATION OF A SHALLOW SKIRTED FOUNDATION UNDER COMPRESSION AND TENSION
• BEARING CAPACITY OF CAISSON FOUNDATIONS ON NORMALLY CONSOLIDATED CLAY

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