Loads on Driven Monopile Foundations due to Pore Pressures
Author:
Affiliation:
1. Lead Engineer, Hydrodynamics, Foundations, Vattenfall Vindkraft A/S, Copenhagen 2300, Denmark.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Ocean Engineering,Water Science and Technology,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JWPED5.WWENG-1982
Reference25 articles.
1. 3-Dimensional numerical study of wave-induced seabed response around three different types of wind turbine pile foundations;Asumadu R.;SN Appl. Sci.,2019
2. Influence of pore water in the seabed on dynamic response of offshore wind turbines on monopiles
3. Observed and modeled resonantly interacting progressive water-waves
4. Christensen E. D. S. Carstensen M. T. Madsen P. A. Hesselbjerg and C. J. Nielsen. 2017. “Pore pressure under a gravity based structure under the influence of waves.” In Proc. of the ASME 36th 2017 Int. Conf. on Ocean Offshore and Arctic Eng. 1–10. Trondheim Norway: Ocean Renewable Energy.
5. DNVGL. 2017. Environmental conditions and environmental loads - recommended practice. Rep. No. DNVGL-RP-C205. DNVGL: Høvik Norway.
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