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Influence of scour depth and type on p–y curves for monopiles in sand under monotonic lateral loading in a geotechnical centrifuge

  • Published:2020-02 Issue: Volume:197 Page:106838
  • ISSN:0029-8018
  • Container-title:Ocean Engineering
  • language:en
  • Short-container-title:Ocean Engineering

Author:

Chortis G.,Askarinejad A.,Prendergast L.J.,Li Q.,Gavin K.

Funder

Delft University of Technology

EU Horizon 2020

China Scholarship Council

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference56 articles.

1. Design of axially and laterally loaded piles for the support of offshore wind energy converters;Achmus;Indian Geotech. Conf.,2010

2. The University of Delft geotechnical centrifuge;Allersma;Int. Conf. Centrifuge,1994

3. RP2A: Recommended Practice for Planning, Designing and Constructing Offshore Platforms - Working Stress Design;API,2007

4. - 17 - Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) 10;ASTM,2017

5. Evaluation of behavior of a laterally loaded bridge pile group under scour conditions;Bennett,2009
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