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- W2243312200 abstract "This paper presents results of a numerical investigation of the combined VHM bearing capacity of a deeply embedded spudcan in undrained normally consolidated (NC) clay by means of small strain FEA. The effects of the spudcan’s shape and aspect ratio on the combined bearing capacity are explored through comparison with circular plate footings of two different aspect ratios." @default.
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- W2243312200 date "2010-10-04" @default.
- W2243312200 modified "2023-10-12" @default.
- W2243312200 title "Undrained bearing capacity of deeply embedded foundations under general loading" @default.
- W2243312200 cites W2007259357 @default.
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- W2243312200 doi "https://doi.org/10.1201/b10132-100" @default.
- W2243312200 hasPublicationYear "2010" @default.
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