A load-displacement based approach to assess the bearing capacity and deformations of mono-bucket foundations
暂无分享,去创建一个
D. V. Griffiths | Lars Vabbersgaard Andersen | Lars Bo Ibsen | Søren Nielsen | Mohammad Javad Vahdatirad | Sarah Firouzianbandpey | Lars Bo Ibsen | L. B. Ibsen | Alberto Troya Diaz | L. Andersen | Sarah Firouzianbandpey | Søren Nielsen | S. Nielsen | A. Diaz
[1] Mark Randolph,et al. Offshore Geotechnical Engineering , 2011 .
[2] Tove Feld. Suction Buckets: a new innovation foundation concept, applied to offshore wind turbines , 2001 .
[3] Kim André Larsen,et al. Calibration of Failure Criteria for Bucket Foundations on Drained Sand under General Loading , 2014 .
[4] Guy T. Houlsby,et al. Field trials of suction caissons in clay for offshore wind turbine foundations , 2005 .
[5] Kim André Larsen,et al. Modified Expression for the Failure Criterion of Bucket Foundations Subjected to Combined Loading , 2013 .
[6] Susan Gourvenec,et al. Undrained failure envelope for skirted foundations under general loading , 2011 .
[7] Byron W. Byrne,et al. Suction caissons for wind turbines , 2005 .
[8] Guy T. Houlsby,et al. Laboratory Testing of Shallow Skirted Foundations in Sand , 2003 .
[9] Lars Bo Ibsen,et al. Determination of p-y Curves for Bucket Foundations in Sand Using Finite Element Modeling , 2013 .