Results 141 to 150 of about 276 (178)
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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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Monopile Foundations in Marine Infrastructure Projects
-Madhanraj Murugesan, Pratibha M Alandkar
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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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Improved Pile Installation Predictions for Monopiles
2019As the world transitions toward more sustainable energy sources, there is an increased interest in renewables, with offshore wind well placed to provide significant grid-scale input. Historically, a key limitation has been the cost, with the first offshore wind farms in Europe costing $175 to $250 per megawatt-hour (MWh).
Alice W. Maynard +3 more
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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, Gao Yufeng
exaly
Scour Protection for Monopile by Concrete Plate
2005A test programme has been performed to determine the scour around a monopile for an offshore wind turbine. The foundation is protected against scour with a concrete plate with various designs. The tests should be regarded as pilot tests previous to a detailed investigation. The tests has been performed at Aalborg University.
Gilling, Lasse, Skúlason, Magnús
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