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This paper investigates the mechanism of downdrag for floating H-piles subjected to surcharge loads by performing three-dimensional numerical comparative analyses. The constitutive models and model parameters were calibrated using a… Click to show full abstract
This paper investigates the mechanism of downdrag for floating H-piles subjected to surcharge loads by performing three-dimensional numerical comparative analyses. The constitutive models and model parameters were calibrated using a centrifuge test. The downdrag of the H-pile can be reduced efficiently by enlarging the web properly, but enlarging the flanges was inefficient.
Keywords:
subjected surcharge;
pile;
mechanism downdrag;
downdrag floating
Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2017
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Journal Title: Soil Mechanics and Foundation Engineering
Year Published: 2017
Link to full text (if available)
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recommendations!