Pullout behaviour of plate anchor in clay with linearly increasing strength

Plate anchors are widely adopted to provide uplift resistance for structures. For most offshore seabeds, the undrained shear strength profile can be reasonably approximated as varying linearly with...

[1]  Zongrui Chen,et al.  Influence of overburden pressure and soil rigidity on uplift behavior of square plate anchor in uniform clay , 2013 .

[2]  R. Merifield,et al.  Three-Dimensional Lower Bound Solutions for Stability of Plate Anchors in Clay , 2003 .

[3]  M. Randolph,et al.  Numerical Simulation of Vertical Pullout of Plate Anchors in Clay , 2008 .

[4]  Masood Saleem Application of numerical simulation for the analysis and interpretation of pile-anchor system failure , 2015 .

[5]  Jürgen Grabe,et al.  Application of a Coupled Eulerian–Lagrangian approach on geomechanical problems involving large deformations , 2011 .

[6]  M. Randolph,et al.  Influence of the installation process on the performance of suction embedded plate anchors , 2006 .

[7]  M. Randolph,et al.  Three-dimensional large deformation finite-element analysis of plate anchors in uniform clay , 2010 .

[8]  R. P. Brown,et al.  Trajectory prediction for drag embedment anchors under out of plane loading , 2010 .

[9]  Mark Randolph,et al.  New Mechanism-Based Design Approach for Spudcan Foundations on Single Layer Clay , 2009 .

[10]  Scott W. Sloan,et al.  Stability of plate anchors in undrained clay , 2001 .

[11]  J. D. Murff,et al.  Undrained capacity of plate anchors under general loading. , 2010 .

[12]  Dong Wang,et al.  Large deformation analysis of rectangular plate anchors in normally consolidated clay , 2007 .

[13]  ThoKee Kiat,et al.  Deep cavity flow mechanism of pipe penetration in clay , 2012 .

[14]  Bob Wilde,et al.  Field Testing of Suction Embedded Plate Anchors , 2001 .

[15]  Yean Khow Chow,et al.  Eulerian Finite-Element Technique for Analysis of Jack-Up Spudcan Penetration , 2012 .