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GeoStudio | PLAXIS
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Rock reinforcement modelling: cable bolts in PLAXIS 2D
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Publications
3D Dimensional Ground Deformation Analysis of Deep Excavation Adjacent to Railway Embankment in the City of Rotterdam
3D finite element analyses of deep soil improvement
3D Finite Element Analysis of a Deep Excavation in Monaco
3D-interaction of Structure and Subsoil for a New Fly Ash Silo, Maasvlakte Rotterdam
4D grouting pressure model of a bored tunnel in 3D Tunnel
Application of the ground anchor facility in 3DFoundation
Application of the Random Set Finite Element Method (RS-FEM) in Geotechnics
Capacity Analysis of Suction Anchors in Clay
Capacity Analysis of Suction Anchors in Clay by 3DFoundation
Comparison of computed vs. measured lateral load/deflection response of ACIP piles
Constitutive Modelling and Parameter Determination
Crane Monopile Foundation Analysis
Cyclic Loading of Suction Caissons
Deep Excavation in Soft Soil and Complex Ground Water Conditions in Bogotá
Designing a bridge with 3Dtunnel
Drainage Line Elements in PLAXIS 2D and 3D applied in Consolidating Marine Clay Deposits
Effect of Anisotropy on Tensile Stresses at the Bottom of a Base Course in Flexible Pavements
Embedded pile row: A case study in PLAXIS 2D
FE-Analysis of piled and piled raft foundations
Finite element modelling of ice rubble
Free field boundary conditions for PLAXIS 2D: new improvements and recommendations for practical use
Geomaterial Models and Numerical Analysis of Softening
Ground response analysis
Groundwater flow, fully coupled flow deformation and undrained analyses in PLAXIS 2D and 3D
Highway Collapse: Evaluation of Geotechnical Factors Affecting Design of Excavation Support System
Hoek-Brown failure criterion
How a distressed quay wall could be moved back in place… using Plaxis
Hysteretic damping in a small-strain stiffness model
Identification of constitutive parameters reconstituted and natural Pisa clay
Influence of a revetment geometry on liquefaction susceptibility
Influence of helix bending deflection on the load transfer mechanism in PLAXIS 3D
Local ice crushing analyses of OPEN CELL SHEET PILE Wall by 3DFoundation
Modelling of progressive failure mechanism of mine pillars
Modelling Swelling Rock Behaviour in Tunnelling
Modelling the behaviour of piled raft applying 3DFoundation Version 2
Mohr-Coulomb parameters for modelling of concrete structures
New building plans on the surface above the existing underground Willemspoortunnel in Rotterdam
Non-associated plasticity for soils, concrete and rock.
Non-linear finite element analysis of safety factors
Notes on the Application of the Spring Constant and Soil-Structure Interaction Problems
Numerical analysis of geosynthetic reinforced piled embankment scale model tests
Numerical Analysis of Soil-Structure Interaction
Numerical Analysis of Swelling Deformations in Tunnelling - a Case Study
Numerical modelling of different applications in Energy Foundation Technology
Numerical simulation of a trial wall on expansive soil in Sudan
Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads as well as under embankment load
Numerical Simulations of Geotechnical Works in Bangkok Subsoil Using Advanced Soil Models Available in Plaxis and Through User-Defined Model
On Stability Analysis of Slurry–Wall Trenches
On the use of different constitutive models in data assimilation for slope stability
On the Use of the ShotCrete UDSM for Modelling Concrete
Piled embankments in PLAXIS 2D, 3DTunnel and PLAXIS 3D 2011
PLAXIS 3D Benchmark for Bearing Capacity of Suction Anchors
PLAXIS analysis of a basement excavation in central London
PLAXIS analysis of a circular slurry trench wall construction pit enclosure in Budapest
PLAXIS as a Tool for Soil-Structure Interaction Modelling in Performance- Based Seismic Jetty Design
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PLAXIS Bulletin publications
Practical application of the Soft Soil Creep model
Practice-Oriented Validation of Embedded Beam Formulations in Geotechnical Engineering
Prediction of soil deformations during excavation works for the renovation of “Het Nieuwe Rijksmuseum” in Amsterdam, The Netherlands
Remarks on site response analysis by using Plaxis dynamic module
Rock reinforcement modelling: cable bolts in PLAXIS 2D
Seabed instability and 3D FE jack-up soil-structure interaction analysis
Simulation of a volcano in Plaxis
Simulation of soil nail in large scale direct shear test
Simulation of Soil Nail Structures using PLAXIS 2D
Simulation of Soil Nail's Dynamic Pullout Response
Site response analysis and liquefaction evaluation
Small-Strain Stiffness of Soils and its Numerical Consequences
Soil Mechanics
South Toulon Tube: Numerical Back-analysis of In-situ Measurements
Stability Analysis of the Red River Dike: The Past to the Present
Stabilization of vertical cut using soil nailing
Staged construction of embankments on Soft Soil using Plaxis
Structural reliability analysis of deep excavations
Study on influence of deep excavations on existing tunnels using PLAXIS-GiD
Swell in building pits, using 3DFoundation
Tangiers - Mediterranean harbor
Temporary stability of a jacket platform during installation and influence of adjacent pug marks
Testing, Modelling and Numerical analysis of the mechanical behaviour of bituminous concrete
The Hardening Soil model: Formulation and Verification
The role of numerical analysis in the study of the behaviour of hard-rock pillars
The Use of Design Approaches with PLAXIS
Thermal and coupled THM analysis
Use of Interface Element for Simulation of Braccia Resliding on Claystone
Validating geotechnical finite element models (ComGeo III)
Validation of computational liquefaction for tailings: Tar Island slump
Validation of empirical formulas to derive model parameters for sands
Validation of PLAXIS Embedded Piles For Lateral Loading
Validation Report of Hoek-Brown model implemented in Plaxis
What is the Mechanical Impact of Water in Ground
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PLAXIS Monopile Designer
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PLAXIS LE
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SOILVISION
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Rock reinforcement modelling: cable bolts in PLAXIS 2D
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Current Revision
Thu, Dec 1 2022 4:35 AM
Micha van der Sloot
5
Revision #5
Thu, Dec 1 2022 4:35 AM
Micha van der Sloot
4
Revision #4
Thu, Dec 1 2022 4:33 AM
Micha van der Sloot
2
Revision #2
Thu, Dec 1 2022 3:32 AM
Micha van der Sloot
3
Revision #3
Thu, Dec 1 2022 3:32 AM
Micha van der Sloot
1
Revision #1
Tue, Nov 22 2022 4:23 PM
Micha van der Sloot
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