Generalised failure envelope for laterally loaded piles: analytical formulation, numerical verification and experimental validation

The lateral resistance of pile foundations to combined horizontal and moment loading was examined by means of numerical analyses and experimental tests. Initially, Broms' theory for the lateral cap...

[1]  Guy T. Houlsby,et al.  AN EXPERIMENTAL STUDY OF THE DRAINED CAPACITY OF SUCTION CAISSON FOUNDATIONS UNDER MONOTONIC LOADING FOR OFFSHORE APPLICATIONS , 2009 .

[2]  James D. Murff.  Plastic collapse of long piles under inclined loading , 1987 .

[3]  Ioannis Anastasopoulos,et al.  Seismic performance of bar-mat reinforced-soil retaining wall: Shaking table testing versus numerical analysis with modified kinematic hardening constitutive model , 2010 .

[4]  George Gazetas,et al.  Cyclic lateral response of piles in dry sand: Finite element modeling and validation , 2012 .

[5]  G. Gazetas,et al.  Static and cyclic undrained response of square embedded foundations , 2015 .

[6]  Konstantinos Karapiperis,et al.  Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading , 2015 .

[7]  Guido Gottardi,et al.  A complete three-dimensional failure envelope for shallow footings on sand , 1994 .

[8]  G. G. Meyerhof,et al.  Full-displacement pressuremeter method for rigid piles under lateral loads and moments , 1987 .

[9]  Nikos Gerolymos,et al.  PHENOMENOLOGICAL MODEL APPLIED TO INELASTIC RESPONSE OF SOIL-PILE INTERACTION SYSTEMS , 2005 .

[10]  M. Randolph,et al.  The limiting pressure on a circular pile loaded laterally in cohesive soil , 1984 .

[11]  G. G. Meyerhof,et al.  Behaviour of pile foundations under special loading conditions: 1994 R.M. Hardy keynote address , 1995 .

[12]  Guido Gottardi,et al.  Plastic response of circular footings on sand under general planar loading , 1999 .

[13]  Mark Randolph,et al.  THE EFFECT OF EMBEDMENT DEPTH ON THE UNDRAINED RESPONSE OF SKIRTED FOUNDATIONS TO COMBINED LOADING , 1999 .

[14]  Marianna Loli,et al.  Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand , 2012 .

[15]  Sandra Escoffier,et al.  Numerical study of the 3D failure envelope of a single pile in sand , 2014 .

[16]  Mark Fraser Bransby,et al.  The undrained capacity of skirted strip foundations under combined loading , 2009 .

[17]  George Gazetas,et al.  Static and dynamic response of massive caisson foundations with soil and interface nonlinearities—validation and results , 2006 .

[18]  Gijae Yun,et al.  The horizontal-moment capacity of embedded foundations in undrained soil , 2007 .

[19]  John P. Carter,et al.  A failure surface for circular footings on cohesive soils , 2010 .

[20]  Alain Pecker,et al.  Seismic Bearing Capacity of a Circular Footing on a Heterogeneous Cohesive Soil , 2007 .

[21]  Nicos Makris,et al.  Dynamic pile‐soil‐pile interaction. Part II: Lateral and seismic response , 1992 .

[22]  Susan Gourvenec,et al.  Shape effects on the capacity of rectangular footings under general loading , 2007 .

[23]  G. G. Meyerhof,et al.  BEHAVIOUR OF FLEXIBLE PILES UNDER INCLINED LOADS , 1990 .

[24]  Sandra Escoffier,et al.  A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions , 2016 .

[25]  Guy T. Houlsby,et al.  Experimental Investigations of the Response of Suction Caissons to Transient Combined Loading , 2004 .

[26]  Nikos Gerolymos,et al.  Bearing strength surface for bridge caisson foundations in frictional soil under combined loading , 2016 .

[27]  Roberto Paolucci,et al.  A macro‐element model for non‐linear soil–shallow foundation–structure interaction under seismic loads: theoretical development and experimental validation on large scale tests , 2012 .