Deep-penetrating spudcan foundations on layered clays: numerical analysis
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[1] Mark Randolph,et al. H-ADAPTIVE FE ANALYSIS OF ELASTO-PLASTIC NON-HOMOGENEOUS SOIL WITH LARGE DEFORMATION , 1998 .
[2] Mark Randolph,et al. Effect of Strain Rate and Strain Softening on the Penetration Resistance of Spudcan Foundations on Clay , 2009 .
[3] N. Kikuchi,et al. An arbitrary Lagrangian-Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids , 1991 .
[4] Scott W. Sloan,et al. Removal of singularities in tresca and mohr–coulomb yield functions , 1986 .
[5] R. S. Merifield,et al. Rigorous plasticity solutions for the bearing capacity of two-layered clays , 1999 .
[6] R. S. Merifield,et al. Two- and three-dimensional bearing-capacity solutions for footings on two-layered clays , 2006 .
[7] G. G. Meyerhof,et al. Ultimate bearing capacity of foundations on layered soils under inclined load , 1978 .
[8] M. Randolph,et al. A practical numerical approach for large deformation problems in soil , 1998 .
[9] Yue Hu,et al. Bearing response of skirted foundation on nonhomogeneous soil , 1999 .
[10] L. Herrmann. Finite Element Analysis of Contact Problems , 1978 .
[11] Mark Randolph,et al. Limiting cavity depth for spudcan foundations penetrating clay , 2005 .
[12] John P. Carter,et al. Deep Penetration of Strip and Circular Footings into Layered Clays , 2001 .
[13] John P. Carter,et al. Uplift capacity of rapidly loaded strip anchors in uniform strength clay , 2004 .
[14] D. H. Edwards,et al. The bearing capacity of a circular footing under ‘punch-through’ failure , 2004 .