Results 141 to 150 of about 285 (179)
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Geotechnical Design Considerations for Offshore Monopiles
2013The choice of the foundation for offshore structures is influenced by a number of considerations including the site conditions and loading characteristics. At water depths of up to 25m the most common foundation type is monopiles, which are single steel pipe piles driven open-ended into the soil.
Isidorou Petros, Neaupane Krishna
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The Reverse Approach for Monopile Scour
2012The present paper deals with the theoretical and numerical modeling of scouring and backfilling around an offshore monopile. Based on existing relations for the bed load and the bed update, and a new model for the sediment pickup, it demonstrates the possibility of computing the mean bed shear stress if the bed and bed update is estimated.
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Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand
Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2021Yufeng Gao, Deqiong Kong
exaly
Impact of scour on lateral resistance of wind turbine monopiles: an experimental study
Canadian Geotechnical Journal, 2021Ken Gavin, Amin Askarinejad
exaly
Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin
Journal of Geotechnical and Geoenvironmental Engineering - ASCE, 2023Aliasger Haiderali +2 more
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