A developed soil reaction model for large- diameter monopiles in sand based on hyperbolic curves
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference75 articles.
1. On the behavior of piles in non-cohesive soil under combined horizontal and vertical loading;Achmus;Acta Geotech.,2010
2. Numerical investigation of large-diameter monopiles in sands: critical review and evaluation of both API and newly proposed py curves;Amar Bouzid;Int. J. Geomech.,2018
3. API (American Petroleum Institute), 2021. Geotechnical and Foundation Design Considerations. API RP 2GEO, Washington, DC.
4. Contribution of vertical skin friction to the lateral resistance of large-diameter shafts;Ashour;J. Bridge Eng.,2014
5. PISA design model for monopiles for offshore wind turbines: Application to a marine sand;Burd;Géotechnique,2020
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