A hypoplastic macroelement model for a caisson foundation in sand under monotonic and cyclic loadings
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Panagiotis Kotronis | Zhen-Yu Yin | Claudio Tamagnini | Zheng Li | Zhuang Jin | Z. Yin | C. Tamagnini | P. Kotronis | Zheng Li | Zhuang Jin
[1] Hendrik Sturm,et al. Modelling of soil-structure-interaction for flexible caissons for offshore wind turbines , 2019, Ocean Engineering.
[2] B. Li,et al. Effects of lime treatment on the geotechnical properties of dredged mud , 2018, Marine Georesources & Geotechnology.
[3] Z. Yin,et al. Novel SPH SIMSAND–Based Approach for Modeling of Granular Collapse , 2018, International Journal of Geomechanics.
[4] C. Tamagnini,et al. A hypoplastic macroelement formulation for single batter piles in sand , 2018 .
[5] Hans Petter Jostad,et al. A macro-element for integrated time domain analyses representing bucket foundations for offshore wind turbines , 2018 .
[6] Yin‐Fu Jin,et al. Identifying parameters of easily crushable sand and application to offshore pile driving , 2018 .
[7] Yin-Fu Jin,et al. Optimization techniques for identifying soil parameters in geotechnical engineering: Comparative study and enhancement , 2018 .
[8] Yin-Fu Jin,et al. A new hybrid real-coded genetic algorithm and its application to parameters identification of soils , 2017 .
[9] Gudmund Reidar Eiksund,et al. A macro model for shallow foundations on granular soils describing non-linear foundation behavior , 2017 .
[10] Hongwei Huang,et al. An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic–viscoplastic model , 2017 .
[11] Yin-Fu Jin,et al. Numerical Analysis of a Suction Bucket Penetrating in Sand with a Combined Lagrangian – SPH Approach , 2017 .
[12] Shui-Long Shen,et al. Selection of sand models and identification of parameters using an enhanced genetic algorithm , 2016 .
[13] Sandra Escoffier,et al. A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions , 2016 .
[14] Konstantinos Karapiperis,et al. Generalized failure envelope for caisson foundations in cohesive soil: Static and dynamic loading , 2015 .
[15] G. Gazetas,et al. Static and cyclic undrained response of square embedded foundations , 2015 .
[16] Lars Bo Ibsen,et al. Modelling the drained response of bucket foundations for offshore wind turbines under general monotonic and cyclic loading , 2015 .
[17] N. Cheng. Force-resultant models for shallow foundation systems and their implementation in the analysis of soil-structure interactions , 2015 .
[18] Aligi Foglia. Bucket foundations under lateral cyclic loading: Submitted for the degree of doctor of philosophy , 2015 .
[19] Sandra Escoffier,et al. Numerical study of the 3D failure envelope of a single pile in sand , 2014 .
[20] Kim André Larsen,et al. Calibration of Failure Criteria for Bucket Foundations on Drained Sand under General Loading , 2014 .
[21] Wang Haijun,et al. Bearing behavior of wide-shallow bucket foundation for offshore wind turbines in drained silty sand , 2014 .
[22] Mark Cassidy,et al. A plasticity model for spudcan foundations in soft clay , 2014 .
[23] Lars Bo Ibsen,et al. Adaptive plasticity model for bucket foundations , 2014 .
[24] C. Tamagnini,et al. Implementation of a 6-dof hypoplastic macroelement in a finite element code , 2013 .
[25] 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 .
[26] Alain Pecker,et al. A macroelement formulation for shallow foundations on cohesive and frictional soils , 2011 .
[27] Mark Randolph,et al. Offshore Geotechnical Engineering , 2011 .
[28] Panagiotis Kotronis,et al. A macro-element to simulate 3D soil–structure interaction considering plasticity and uplift , 2009 .
[29] Guy T. Houlsby,et al. AN EXPERIMENTAL STUDY OF THE DRAINED CAPACITY OF SUCTION CAISSON FOUNDATIONS UNDER MONOTONIC LOADING FOR OFFSHORE APPLICATIONS , 2009 .
[30] Diana Salciarini,et al. A hypoplastic macroelement model for shallow foundations under monotonic and cyclic loads , 2009 .
[31] Mark Fraser Bransby,et al. The undrained capacity of skirted strip foundations under combined loading , 2009 .
[32] Sivapalan Gajan,et al. Contact Interface Model for Shallow Foundations Subjected to Combined Cyclic Loading , 2009 .
[33] Masahiro Shirato,et al. NUMERICAL SIMULATION OF MODEL TESTS OF PIER-SHALLOW FOUNDATION SYSTEMS SUBJECTED TO EARTHQUAKE LOADS USING AN ELASTO-UPLIFT-PLASTIC MACRO ELEMENT , 2008 .
[34] S. Gourvenec. Effect of embedment on the undrained capacity of shallow foundations under general loading , 2008 .
[35] Charisis Chatzigogos,et al. Macroelement modeling of shallow foundations , 2008, 0802.0425.
[36] Lars Bo Ibsen. Implementation of a new Foundations Concept for Offshore Wind Farms , 2008 .
[37] Ross W. Boulanger,et al. Physical and Numerical Modeling of Nonlinear Cyclic Load-Deformation Behavior of Shallow Foundations Supporting Rocking Shear Walls , 2007 .
[38] Mark Randolph,et al. A plasticity model describing caisson behaviour in clay , 2006 .
[39] Mark Cassidy,et al. Investigating six-degree-of-freedom loading of shallow foundations on sand , 2006 .
[40] Mark Cassidy,et al. The behaviour of spudcan footings on clay subjected to combined cyclic loading , 2006 .
[41] Guy T. Houlsby,et al. The theoretical modelling of a suction caisson foundation using hyperplasticity theory , 2005 .
[42] G. Houlsby,et al. Assessing Novel Foundation Options for Offshore Wind Turbines , 2005 .
[43] Guy T. Houlsby,et al. Moment loading of caissons installed in saturated sand , 2005 .
[44] Lam Nguyen-Sy. The theoretical modelling of circular shallow foundation for offshore wind turbines , 2005 .
[45] Mark Cassidy,et al. Development and application of force resultant models describing jack-up foundation behaviour , 2004 .
[46] F. Villalobos. SUCTION CAISSON FOUNDATIONS FOR OFFSHORE WIND TURBINES , 2004 .
[47] G. Houlsby,et al. Foundations for offshore wind turbines , 2003, Philosophical Transactions of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[48] Guy T. Houlsby,et al. Modelling the behaviour of circular footings under combined loading on loose carbonate sand , 2002 .
[49] Alain Pecker,et al. MODELLING OF NONLINEAR DYNAMIC BEHAVIOUR OF A SHALLOW STRIP FOUNDATION WITH MACRO-ELEMENT , 2002 .
[50] Mark Cassidy,et al. A plasticity model for the behaviour of footings on sand under combined loading , 2002 .
[51] Y. Le Pape,et al. Application of thermodynamics to the global modelling of shallow foundations on frictional material , 2001 .
[52] Alain Pecker,et al. Cyclic macro‐element for soil–structure interaction: material and geometrical non‐linearities , 2001 .
[53] Guy T. Houlsby,et al. Combined loading of spudcan foundations on clay: numerical modelling , 2001 .
[54] Gioacchino Viggiani,et al. A review of two different approaches to hypoplasticity , 2000 .
[55] Guido Gottardi,et al. Plastic response of circular footings on sand under general planar loading , 1999 .
[56] I. Herle,et al. Hypoplastic model for cohesionless soils with elastic strain range , 1997 .
[57] Roberto Paolucci,et al. Simplified evaluation of earthquake induced permanent displacements of shallow foundations , 1997 .
[58] R. Nova,et al. SETTLEMENTS OF SHALLOW FOUNDATIONS ON SAND: GEOMETRICAL EFFECTS , 1997 .
[59] R. Nova,et al. Settlements of shallow foundations on sand , 1991 .
[60] Dimitrios Kolymbas,et al. An outline of hypoplasticity , 1991, Archive of Applied Mechanics.
[61] G.J.M. Schotman. The Effects of Displacements on the Stability of Jackup Spud-Can Foundations , 1989 .