The undrained bearing capacity of a spudcan foundation under combined loading in soft clay

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Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay Susan Gourvenec, Mark Randolph Géotechnique Undrained Shear StrengthEngineeringFailure EnvelopesMechanical EngineeringSoil-structure Interaction	2003	287
The Bearing Capacity of Clays A. W. Skempton	1984	285
Three-Dimensional Large Deformation Finite-Element Analysis of Plate Anchors in Uniform Clay Dong Wang, Yuxia Hu, Mark Randolph Journal of Geotechnical and Geoenvironmental Engineering Anchor BaseEngineeringMechanical EngineeringSoil-structure InteractionStructural Optimization	2009	215
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Undrained bearing capacity factors for conical footings on clay G. T. Houlsby, C. M. Martin Géotechnique Geotechnical EngineeringOffshore GeotechnicsEngineeringGeotechnical PropertyFoundation Engineering	2003	198
Effect of strength non-homogeneity on the shape of failure envelopes for combined loading of strip and circular foundations on clay Susan Gourvenec, Mark Randolph Géotechnique Undrained Shear StrengthEngineeringFailure EnvelopesMechanical EngineeringSoil-structure Interaction	2003	187
Drag anchor flukesoil interaction in clays Michael P. O’Neill, M. F. Bransby, Mark Randolph Canadian Geotechnical Journal	2003	173
Combined loading of spudcan foundations on clay: numerical modelling C. M. Martin, G. T. Houlsby Géotechnique EngineeringSpudcan FoundationsMechanical EngineeringStructural EngineeringMechanics Modeling	2001	165
Limiting cavity depth for spudcan foundations penetrating clay Muhammad Shazzad Hossain, Yuxia Hu, Mark Randolph, Géotechnique Geotechnical EngineeringEarthquake EngineeringEngineeringCentrifuge Model TestsGeotechnical Problem	2005	151

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