Lateral behavior of monopiles in sand under monotonic loading: Insights and a new simple design model

Author:

Wang H.ORCID,Lehane B.M.ORCID,Bransby M.F.ORCID,Wang L.Z.,Hong Y.,Askarinejad A.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference65 articles.

1. Scale effects in the design of large diameter monopiles;Achmus,2011

2. Experimental Modelling of Lateral Loads on Large Diameter Monopile Foundations in Sand;Alderlieste,2011

3. Numerical investigation of large-diameter monopiles in sands: critical review and evaluation of both API and newly proposed p-y curves;Amar Bouzid;Int. J. GeoMech.,2018

4. Geotechnical and Foundation Design Considerations,2011

5. Evaluation of pile diameter effect on initial modulus of subgrade reaction;Ashford;J. Geotech. Geoenviron. Eng.,2003

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