Publications


 

PLAXIS Bulletin publications [link]

2D FEM analysis compared with the in-situ deformation measurements
Author: Martin A. op de Kelder
2D Thermal analysis of soil freezing with flowing water
Author: J. Sopko
3D Finite Element Analyses - Interaction between Abutment and Adjacent Earth Embankment of a Modern Railway Bridge
Authors: T. Meier, S. Rosner, T. Sembdner, P. von Wolffersdorff
3D Finite Element Analysis of a Complex Excavation
Authors: Z.Y. Orazalin, A. J. Whittle
3D Modelling of Train Induced Moving Loads on an Embankment
Authors: M. Shahraki, M.R.S. Sadaghiani, K.J. Witt, T. Meier
Back analysis of settlements beneath the foundation of a sugar silo by 3D finite element method
Authors: B. Móczár, A. Mahler, K. Lődör, Z. Bán
Comparison of Structural Elements Response in PLAXIS 3D and SAP2000
Authors: C.G. Gragnano, V. Fargnoli, D. Boldini, A. Amorosi
Comparison of the effectiveness of Deep Soil Mix columns using 2D and 3D Plaxis
Authors: H. Leung, S. Terzaghi
Evaluation of the up and down movements of the Vlaketunnel with cyclic analysis using PLAXIS 2D
Authors: N. Benhaddou, K.J. Bakker
Geomechanical modelling of the Dutch radioactive waste disposal facility accounting for uncertainties
Authors: P. J. Vardon, P. Arnold, M.A. Hicks, P.A. Fokker
Finite element modelling of a tailings dam using the Clay and Sand Model
Authors: A. Laera, V.H. Miranda, R.J N. Azeiteiro, T. Bui, S. Brasile, R.B.J. Brinkgreve
Modeling passive earth pressures on bridge abutments for nonlinear Seismic Soil - Structure interaction using Plaxis
Authors: A. Shamsabadi, S. Nordal
PLAXIS 2D and 3D applications in geotechnical earthquake engineering
Author: A. Laera
PLAXIS 3D Analysis of the Groninger Forum
Author: M.C.W. Kimenai
Pavement service life prediction and inverse analysis with PLAXIS 3D
Author: C. Rabaiotti
Preliminary 3D Modelling of Structural behaviour of Face Bolting and Umbrella Arch in Tunneling
Authors: A. Monnet, E. Jahangir
Reliability of Quay Walls Using Finite Element Analysis
Authors: H.J. Wolters, K.J. Bakker, J.G. de Gijt
Validating a new design method for piled embankments with PLAXIS 2D and 3D
Authors: T.C. van der Peet, P. G. van Duijnen, S.J.M. van Eekelen
Validation and Application of the Embedded Pile Row Feature in PLAXIS 2D
Authors: J. Sluis, F. Besseling, P. Stuurwold, A. Lengkeek
3D Dimensional Ground Deformation Analysis of Deep Excavation Adjacent to Railway Embankment in the City of Rotterdam
Author: V. M. Thumann
3D Finite Element Analysis of a Deep Excavation in Monaco
Authors: Marie Porquet, A. Guilloux, Samy Chakroun, R. Witasse
3D finite element analyses of deep soil improvement
Authors: F. Scharinger, R. Lüftenegger
3D-interaction of Structure and Subsoil for a New Fly Ash Silo, Maasvlakte Rotterdam
Authors: L.F.J. Bekken, W.A. Nohl
4D grouting pressure model of a bored tunnel in 3D Tunnel
Authors: F. J. M. Hoefsloot, A. Verweij
Application of the Random Set Finite Element Method (RS-FEM) in Geotechnics
Author: H. F. Schweiger
Application of the ground anchor facility in 3DFoundation
Authors: F. Tschuchnigg, H. F. Schweiger
Capacity Analysis of Suction Anchors in Clay
Authors: L. Andresen, H. P. Jostad, L. Edgers
Capacity Analysis of Suction Anchors in Clay by 3DFoundation
Authors: L. Andresen, L. Edgers, H. P. Jostad
Comparison of computed vs. measured lateral load/deflection response of ACIP piles
Authors: K. E. Tand, C. Vipulanandan
Constitutive Modelling and Parameter Determination
Author: T. Meier
Crane Monopile Foundation Analysis
Author: A. Mar
Cyclic Loading of Suction Caissons
Authors: R. Thijssen, E. Alderlieste, T. Visser
Deep Excavation in Soft Soil and Complex Ground Water Conditions in Bogotá
Author: J. A. Rodriguez
Designing a bridge with 3Dtunnel
Author: P. G. van Duijnen
Drainage Line Elements in PLAXIS 2D and 3D applied in Consolidating Marine Clay Deposits
Author: Y. K. Wong
Effect of Anisotropy on Tensile Stresses at the Bottom of a Base Course in Flexible Pavements
Authors: Amir H. Mohammadipour, Phillip S.K. Ooi, A. Ricardo Archilla
Embedded pile row: A case study in PLAXIS 2D
FE-Analysis of piled and piled raft foundations
Author: J. S. Lebeau
Finite element modelling of ice rubble
Author: P. Liferov
Finite element modelling of unsaturated soils using a modified version of the Barcelona Basic Model
This article shows the application of the PLAXIS Barcelona Basic Model in unsaturated soil, as presented at UNSAT2023
Authors: A. Laera, T.A. Bui, S. Brasile
Free field boundary conditions for PLAXIS 2D: new improvements and recommendations for practical use
This publication describes the new improvements and recommendations for the practical use of the free field boundary condition in PLAXIS 2D.
Geomaterial Models and Numerical Analysis of Softening
Author: R. B. J. Brinkgreve
Ground response analysis
Authors: A. Laera, R. B. J. Brinkgreve
Groundwater flow, fully coupled flow deformation and undrained analyses in PLAXIS 2D and 3D
Author: V. Galavi
Highway Collapse: Evaluation of Geotechnical Factors Affecting Design of Excavation Support System
Authors: A. J. Whittle, R. V. Davies
Hoek-Brown failure criterion
Authors: E. Hoek, C. Carranza-Torres, B. Corkum
How a distressed quay wall could be moved back in place… using Plaxis
Author: B. Simon
Hysteretic damping in a small-strain stiffness model
Authors: P.G. Bonnier, M. H. Kappert, R. B. J. Brinkgreve
Identification of constitutive parameters reconstituted and natural Pisa clay
Authors: T. Knabe, T. Schanz
Importance of free field boundary conditions to the finite element modelling of surface topography effects on incident waves
Authors: R.J.N. Azeiteiro, S. Brasile, T.A. Bui
Influence of a revetment geometry on liquefaction susceptibility
Author: S. Brinkman
Influence of helix bending deflection on the load transfer mechanism in PLAXIS 3D
This publication by Hung Ho Manh et. al. shows the use of PLAXIS 3D for bearing capacity problems using screw piles
Authors: Hung Manh Ho, Adnan Anwar Malik, Jiro Kuwano, Hafiz Muhammad Awais Rashid
Local ice crushing analyses of OPEN CELL SHEET PILE Wall by 3DFoundation
Authors: K. W. Braun, F. Bai, G. Li
Modelling Swelling Rock Behaviour in Tunnelling
Authors: B. Schädlich, H. F. Schweiger, T. Marcher
Modelling of progressive failure mechanism of mine pillars
This article shows the application of PLAXIS for brittle mine pillar failure analysis. This was also presented at Eurock 2022.
Authors: G. Cammarata, D. Elmo, S. Brasile
Modelling the behaviour of piled raft applying 3DFoundation Version 2
Author: Y. El-Mossallamy
Mohr-Coulomb parameters for modelling of concrete structures
Author: D. H. Ardiaca
New building plans on the surface above the existing underground Willemspoortunnel in Rotterdam
Author: Ragavan Appiah
Non-associated plasticity for soils, concrete and rock.
Authors: P.A. Vermeer, R. de Borst
Non-linear finite element analysis of safety factors
Authors: H. L. Bakker, R. B. J. Brinkgreve
Notes on the Application of the Spring Constant and Soil-Structure Interaction Problems
Author: G. Tjie-Liong
Numerical Analysis of Soil-Structure Interaction
Author: H. van Langen
Numerical Analysis of Swelling Deformations in Tunnelling - a Case Study
Authors: B. Schädlich, H. F. Schweiger, T. Marcher
Numerical Simulations of Geotechnical Works in Bangkok Subsoil Using Advanced Soil Models Available in Plaxis and Through User-Defined Model
Author: P. Jongpradist
Numerical analysis of geosynthetic reinforced piled embankment scale model tests
Authors: T. den Boogert, P. van Duijnen, S. van Eekelen
Numerical modelling of different applications in Energy Foundation Technology
Energy foundation systems are increasingly used. This paper shows a successful application using PLAXIS 2D's thermal capabilities.
Authors: 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
Author: 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
Authors: D.T. Bergado, T. Suksawat, P. Jamsawang, P. Voottipruex
On Stability Analysis of Slurry-Wall Trenches
Authors: W. Brzakala, K. Gorska
On the Use of the ShotCrete UDSM for Modelling Concrete
Author: R. Witasse
On the use of different constitutive models in data assimilation for slope stability
In this publication, data assimilation was used on slope deformation data in a slope stability model to improve parameter and FoS estimation.
Authors: M. Mohsan, P.J. Vardon, F.C. Vossepoel
PLAXIS 3D Benchmark for Bearing Capacity of Suction Anchors
Author: R. Witasse
PLAXIS analysis of a basement excavation in central London
Authors: J. Rigby-Jones, C. Milne
PLAXIS analysis of a circular slurry trench wall construction pit enclosure in Budapest
Authors: András Benedek, Emma Say, Mrs. Keszey
PLAXIS as a Tool for Soil-Structure Interaction Modelling in Performance- Based Seismic Jetty Design
Authors: F. Besseling, A. Lengkeek
Piled embankments in PLAXIS 2D, 3DTunnel and PLAXIS 3D 2011
Author: E. Oskam
Practical application of the Soft Soil Creep model
Authors: D. Waterman, W. Broere
Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering
This article presents the results of a validation study of an improved formulation of the embedded beam for pile-raft systems in PLAXIS 3D
Authors: A.-N. Granitzer, F. Tschuchnigg
Prediction of soil deformations during excavation works for the renovation of "Het Nieuwe Rijksmuseum" in Amsterdam, The Netherlands
Authors: H. D. Netzel, D. Vink
Remarks on site response analysis by using Plaxis dynamic module
Authors: C. Visone, E. Bilotta, F. Santucci de Magistris
Rock reinforcement modelling: cable bolts in PLAXIS 2D
In this article, a practical case using pre-stressed cable bolt elements for a tunnel excavation in PLAXIS 2D is shown.
Seabed instability and 3D FE jack-up soil-structure interaction analysis
Authors: L. Kellezi, G. Kudsk, H. Hofstede
Simulation of Soil Nail Structures using PLAXIS 2D
Authors: G.L. Sivakumar Babu, V. P. Singh
Simulation of Soil Nail's Dynamic Pullout Response
Authors: W. L. Cheang, S. A. Tan, P. H. Ooi
Simulation of a volcano in Plaxis
Author: J. van Berlo
Simulation of soil nail in large scale direct shear test
Authors: A. Lengkeek, M. Peters
Site response analysis and liquefaction evaluation
Authors: A. Laera, R. B. J. Brinkgreve
Small-Strain Stiffness of Soils and its Numerical Consequences
Author: T. Benz
Soil Mechanics
Author: A. Verruijt
South Toulon Tube: Numerical Back-analysis of In-situ Measurements
Authors: J.P. Janin, A. Guilloux, H. Le Bissonnais, R. Kastner, F. Emeriault
Stability Analysis of the Red River Dike: The Past to the Present
Authors: P.H.A.J.M van Gelder, T.M. Thub, P.Q. Tu
Stabilization of vertical cut using soil nailing
Authors: G. L. Sivakumar Babu, V. P. Singh
Staged construction of embankments on Soft Soil using Plaxis
Authors: G. Bhattacharya, S. Nath
Structural reliability analysis of deep excavations
Authors: T. Schweckendiek, W. Courage
Study on influence of deep excavations on existing tunnels using PLAXIS-GiD
Authors: X. Huang, H. F. Schweiger
Swell in building pits, using 3DFoundation
Author: R. Schippers
Tangiers - Mediterranean harbor
Author: S. Bretelle
Temporary stability of a jacket platform during installation and influence of adjacent pug marks
Authors: J.C. Ballard, N. Charue
Testing, Modelling and Numerical analysis of the mechanical behaviour of bituminous concrete
Author: P.G. Bonnier
The Hardening Soil model: Formulation and Verification
Authors: T. Schanz, P.A. Vermeer, P.G. Bonnier
The Use of Design Approaches with PLAXIS
Authors: Mark Post, R. B. J. Brinkgreve
The role of numerical analysis in the study of the behaviour of hard-rock pillars
In this paper by Elmo et al a case study of rock pillars for optimizing the stability in an underground mine using PLAXIS 3D is presented
Authors: D. Elmo, G. Cammarata, S. Brasile
Thermal and coupled THM analysis
Authors: R. B. J. Brinkgreve, S. Kumarswamy, A. Haxaire
Use of Interface Element for Simulation of Braccia Resliding on Claystone
Author: P. P. Rahardjo
Validating geotechnical finite element models (ComGeo III)
Author: R. B. J. Brinkgreve
Validation Report of Hoek-Brown model implemented in Plaxis
Authors: A. Nasekhain, H. F. Schweiger
Validation of PLAXIS Embedded Piles For Lateral Loading
Author: T.P.T. Dao
Validation of computational liquefaction for tailings: Tar Island slump
In this paper (2021) the NorSand model is used to analyze the liquefaction of the Tar Island Slump.
Authors: D. Shuttle, F. Marinelli, S. Brasile, M. Jefferies
Validation of empirical formulas to derive model parameters for sands
Authors: R. B. J. Brinkgreve, E. Engin, H. K. Engin
What is the Mechanical Impact of Water in Ground
Author: F.B.J. Barends