Publications Overview - PLAXIS


This section contains various publications for PLAXIS 2D and PLAXIS 3D.

2D FEM analysis compared with the in-situ deformation measurements - Martin A. op de Kelder
2D Thermal analysis of soil freezing with flowing water - J. Sopko
3D Dimensional Ground Deformation Analysis of Deep Excavation Adjacent to Railway Embankment in the City of Rotterdam - V. M. Thumann
3D Finite Element Analyses - Interaction between Abutment and Adjacent Earth Embankment of a Modern Railway Bridge - T. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff
3D finite element analyses of deep soil improvement - F. Scharinger, R. Lüftenegger
3D Finite Element Analysis of a Complex Excavation - Z.Y. Orazalin, A. J. Whittle
3D Finite Element Analysis of a Deep Excavation in Monaco - Marie Porquet, A. Guilloux, Samy Chakroun, R. Witasse
3D Modelling of Train Induced Moving Loads on an Embankment - M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. Meier
3D-interaction of Structure and Subsoil for a New Fly Ash Silo, Maasvlakte Rotterdam - L.F.J. Bekken, W.A. Nohl
4D grouting pressure model of a bored tunnel in 3D Tunnel - F. J. M. Hoefsloot, A. Verweij
Application of the ground anchor facility in 3DFoundation - F. Tschuchnigg, H. F. Schweiger
Application of the Random Set Finite Element Method (RS-FEM) in Geotechnics - H. F. Schweiger
Assessment of Empirical Methods-Based Pillar Strength Estimation Through Numerical Modelling - G. Cammarata, D. Elmo, S. Brasile
Back analysis of settlements beneath the foundation of a sugar silo by 3D finite element method - B. Móczár, A. Mahler, K. Lődör, Z. Bán
Capacity Analysis of Suction Anchors in Clay - L. Andresen, H. P. Jostad, L. Edgers
Capacity Analysis of Suction Anchors in Clay by 3DFoundation - L. Andresen, L. Edgers, H. P. Jostad
Comparison of computed vs. measured lateral load/deflection response of ACIP piles - K. E. Tand, C. Vipulanandan
Comparison of Structural Elements Response in PLAXIS 3D and SAP2000 - C.G. Gragnano, V. Fargnoli, D. Boldini, A. Amorosi
Comparison of the effectiveness of Deep Soil Mix columns using 2D and 3D Plaxis - H. Leung, S. Terzaghi
Constitutive Modelling and Parameter Determination - T. Meier
Crane Monopile Foundation Analysis - A. Mar
Cyclic Loading of Suction Caissons - R. Thijssen, E. Alderlieste, T. Visser
Deep Excavation in Soft Soil and Complex Ground Water Conditions in Bogotá - J. A. Rodriguez
Designing a bridge with 3Dtunnel - P. G. van Duijnen
Drainage Line Elements in PLAXIS 2D and 3D applied in Consolidating Marine Clay Deposits - Y. K. Wong
Effect of Anisotropy on Tensile Stresses at the Bottom of a Base Course in Flexible Pavements - Amir H. Mohammadipour, Phillip S.K. Ooi, A. Ricardo Archilla
Embedded pile row: A case study in PLAXIS 2D
Evaluation of the up and down movements of the Vlaketunnel with cyclic analysis using PLAXIS 2D - N. Benhaddou, K.J. Bakker
FE-Analysis of piled and piled raft foundations - J. S. Lebeau
Finite element modelling of a tailings dam using the Clay and Sand Model - A. Laera, V.H. Miranda, R.J N. Azeiteiro, T. Bui, S. Brasile, R.B.J. Brinkgreve
Finite element modelling of ice rubble - P. Liferov
Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model - A. Laera, T.A. Bui, S. Brasile
Free field boundary conditions for PLAXIS 2D: new improvements and recommendations for practical use
Geomaterial Models and Numerical Analysis of Softening - R. B. J. Brinkgreve
Geomechanical modelling of the Dutch radioactive waste disposal facility accounting for uncertainties - P. J. Vardon, P. Arnold, M.A. Hicks, P.A. Fokker
Ground response analysis - A. Laera, R. B. J. Brinkgreve
Groundwater flow, fully coupled flow deformation and undrained analyses in PLAXIS 2D and 3D - V. Galavi
Highway Collapse: Evaluation of Geotechnical Factors Affecting Design of Excavation Support System - A. J. Whittle, R. V. Davies
Hoek-Brown failure criterion - E. Hoek, C. Carranza-Torres, B. Corkum
How a distressed quay wall could be moved back in place… using Plaxis - B. Simon
Hysteretic damping in a small-strain stiffness model - P.G. Bonnier, M. H. Kappert, R. B. J. Brinkgreve
Identification of constitutive parameters reconstituted and natural Pisa clay - T. Knabe, T. Schanz
Importance of free field boundary conditions to the finite element modelling of surface topography effects on incident waves - R.J.N. Azeiteiro, S. Brasile, T.A. Bui
Influence of a revetment geometry on liquefaction susceptibility - S. Brinkman
Influence of helix bending deflection on the load transfer mechanism in PLAXIS 3D - Hung Manh Ho, Adnan Anwar Malik, Jiro Kuwano, Hafiz Muhammad Awais Rashid
Local ice crushing analyses of OPEN CELL SHEET PILE Wall by 3DFoundation - K. W. Braun, F. Bai, G. Li
Modeling passive earth pressures on bridge abutments for nonlinear Seismic Soil - Structure interaction using Plaxis - A. Shamsabadi, S. Nordal
Modelling brittle rock mass behaviour in deep underground excavations - G. Cammarata, D. Elmo, S. Brasile
Modelling of progressive failure mechanism of mine pillars - G. Cammarata, D. Elmo, S. Brasile
Modelling Swelling Rock Behaviour in Tunnelling - B. Schädlich, H. F. Schweiger, T. Marcher
Modelling the behaviour of piled raft applying 3DFoundation Version 2 - Y. El-Mossallamy
Mohr-Coulomb parameters for modelling of concrete structures - D. H. Ardiaca
New building plans on the surface above the existing underground Willemspoortunnel in Rotterdam - Ragavan Appiah
Non-associated plasticity for soils, concrete and rock. - P.A. Vermeer, R. de Borst
Non-linear finite element analysis of safety factors - H. L. Bakker, R. B. J. Brinkgreve
Notes on the Application of the Spring Constant and Soil-Structure Interaction Problems - G. Tjie-Liong
Numerical analysis of geosynthetic reinforced piled embankment scale model tests - T. den Boogert, P. van Duijnen, S. van Eekelen
Numerical Analysis of Soil-Structure Interaction - H. van Langen
Numerical Analysis of Swelling Deformations in Tunnelling - a Case Study - B. Schädlich, H. F. Schweiger, T. Marcher
Numerical modelling of different applications in Energy Foundation Technology - T. A. Bui, A. Casarella, A. Di Donna, R. B.J. Brinkgreve and S. Brasile
Numerical simulation of a trial wall on expansive soil in Sudan - A. Abed
Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads as well as under embankment load - D.T. Bergado, T. Suksawat, P. Jamsawang, P. Voottipruex
Numerical Simulations of Geotechnical Works in Bangkok Subsoil Using Advanced Soil Models Available in Plaxis and Through User-Defined Model - P. Jongpradist
On advanced numerical techniques for the modeling of bolt reinforced rock mass - T.A. Bui., G. Cammarata, V.C. Kancharla, R. Bringreve, S. Brasile
On Stability Analysis of Slurry-Wall Trenches - W. Brzakala, K. Gorska
On the use of different constitutive models in data assimilation for slope stability - M. Mohsan, P.J. Vardon, F.C. Vossepoel
On the Use of the ShotCrete UDSM for Modelling Concrete - R. Witasse
Pavement service life prediction and inverse analysis with PLAXIS 3D - C. Rabaiotti
Piled embankments in PLAXIS 2D, 3DTunnel and PLAXIS 3D 2011 - E. Oskam
PLAXIS 2D and 3D applications in geotechnical earthquake engineering - A. Laera
PLAXIS 3D Analysis of the Groninger Forum - M.C.W. Kimenai
PLAXIS 3D Benchmark for Bearing Capacity of Suction Anchors - R. Witasse
PLAXIS analysis of a basement excavation in central London - J. Rigby-Jones, C. Milne
PLAXIS analysis of a circular slurry trench wall construction pit enclosure in Budapest - András Benedek, Emma Say, Mrs. Keszey
PLAXIS as a Tool for Soil-Structure Interaction Modelling in Performance- Based Seismic Jetty Design - F. Besseling, A. Lengkeek
Practical application of the Soft Soil Creep model - D. Waterman, W. Broere
Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering - A.-N. Granitzer, F. Tschuchnigg
Prediction of soil deformations during excavation works for the renovation of "Het Nieuwe Rijksmuseum" in Amsterdam, The Netherlands - H. D. Netzel, D. Vink
Preliminary 3D Modelling of Structural behaviour of Face Bolting and Umbrella Arch in Tunneling - A. Monnet, E. Jahangir
Reliability of Quay Walls Using Finite Element Analysis - H.J. Wolters, K.J. Bakker, J.G. de Gijt
Remarks on site response analysis by using Plaxis dynamic module - C. Visone, E. Bilotta, F. Santucci de Magistris
Rock reinforcement modelling: cable bolts in PLAXIS 2D
Seabed instability and 3D FE jack-up soil-structure interaction analysis - L. Kellezi, G. Kudsk, H. Hofstede
Simulation of a volcano in Plaxis - J. van Berlo
Simulation of soil nail in large scale direct shear test - A. Lengkeek, M. Peters
Simulation of Soil Nail Structures using PLAXIS 2D - G.L. Sivakumar Babu, V. P. Singh
Simulation of Soil Nail's Dynamic Pullout Response - W. L. Cheang, S. A. Tan, P. H. Ooi
Site response analysis and liquefaction evaluation - A. Laera, R. B. J. Brinkgreve
Small-Strain Stiffness of Soils and its Numerical Consequences - T. Benz
Soil Mechanics - A. Verruijt
South Toulon Tube: Numerical Back-analysis of In-situ Measurements - J.P. Janin, A. Guilloux, H. Le Bissonnais, R. Kastner, F. Emeriault
Stability Analysis of the Red River Dike: The Past to the Present - P.H.A.J.M van Gelder, T.M. Thub, P.Q. Tu
Stabilization of vertical cut using soil nailing - G. L. Sivakumar Babu, V. P. Singh
Staged construction of embankments on Soft Soil using Plaxis - G. Bhattacharya, S. Nath
Structural reliability analysis of deep excavations - T. Schweckendiek, W. Courage
Study on influence of deep excavations on existing tunnels using PLAXIS-GiD - X. Huang, H. F. Schweiger
Swell in building pits, using 3DFoundation - R. Schippers
Tangiers - Mediterranean harbor - S. Bretelle
Temporary stability of a jacket platform during installation and influence of adjacent pug marks - J.C. Ballard, N. Charue
Testing, Modelling and Numerical analysis of the mechanical behaviour of bituminous concrete - P.G. Bonnier
The Hardening Soil model: Formulation and Verification - T. Schanz, P.A. Vermeer, P.G. Bonnier
The role of numerical analysis in the study of the behaviour of hard-rock pillars - D. Elmo, G. Cammarata, S. Brasile
The Use of Design Approaches with PLAXIS - Mark Post, R. B. J. Brinkgreve
Thermal and coupled THM analysis - R. B. J. Brinkgreve, S. Kumarswamy, A. Haxaire
Use of Interface Element for Simulation of Braccia Resliding on Claystone - P. P. Rahardjo
Validating a new design method for piled embankments with PLAXIS 2D and 3D - T.C. van der Peet, P. G. van Duijnen, S.J.M. van Eekelen
Validating geotechnical finite element models (ComGeo III) - R. B. J. Brinkgreve
Validation and Application of the Embedded Pile Row Feature in PLAXIS 2D - J. Sluis, F. Besseling, P. Stuurwold, A. Lengkeek
Validation of computational liquefaction for tailings: Tar Island slump - D. Shuttle, F. Marinelli, S. Brasile, M. Jefferies
Validation of empirical formulas to derive model parameters for sands - R. B. J. Brinkgreve, E. Engin, H. K. Engin
Validation of PLAXIS Embedded Piles For Lateral Loading - T.P.T. Dao
Validation Report of Hoek-Brown model implemented in Plaxis - A. Nasekhain, H. F. Schweiger
What is the Mechanical Impact of Water in Ground - F.B.J. Barends

See also

PLAXIS Bulletin publications    [Publications]

Tutorials PLAXIS 2D    [Tutorials]

Tutorials PLAXIS 3D    [Tutorials]

Verifications - PLAXIS    [Verifications]

Practical Examples - PLAXIS    [Examples]