• Identification of constitutive parameters reconstituted and natural Pisa clay

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author T. Knabe, T. Schanz Date created 19 October 2011 Date modified 24 October 2016 Parameters of constitutive models are generally obtained by comparing…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS analysis of a circular slurry trench wall construction pit enclosure in Budapest

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author András Benedek, Emma Say, Mrs. Keszey Date created 06 October 2011 Date modified 24 October 2016 A backtied circular slurry trench…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Effect of Anisotropy on Tensile Stresses at the Bottom of a Base Course in Flexible Pavements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author Amir H. Mohammadipour, Phillip S.K. Ooi, A. Ricardo Archilla Date created 06 October 2011 Date modified 24 October 2016 The role of an aggregate base…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • New building plans on the surface above the existing underground Willemspoortunnel in Rotterdam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author Ragavan Appiah Date created 06 October 2011 Date modified 24 October 2016 The development of new projects in many cities at present…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS analysis of a basement excavation in central London

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author J. Rigby-Jones, C. Milne Date created 19 October 2011 Date modified 24 October 2016 Excavation of a new 6 m deep basement was required as part of…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D finite element analyses of deep soil improvement

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author F. Scharinger, R. Lüftenegger Date created 19 October 2011 Date modified 24 October 2016 Due to the fact that deep soil improvement by rigid inclusions…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads as well as under embankment load

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author D.T. Bergado, T. Suksawat, P. Jamsawang, P. Voottipruex Date created 19 October 2011 Date modified 24 October 2016 Although a Deep Cement Mixing …
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Swell in building pits, using 3DFoundation

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version 3DFoundation Original Author R. Schippers Date created 19 October 2011 Date modified 24 October 2016 During the design phase and the realization of building pits in the saturated…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D-interaction of Structure and Subsoil for a New Fly Ash Silo, Maasvlakte Rotterdam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author L.F.J. Bekken, W.A. Nohl Date created 11 June 2014 Date modified 24 October 2016 A new fly ash silo is built with a construction of reinforced concrete…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D Finite Element Analysis of a Deep Excavation in Monaco

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author Marie Porquet, A. Guilloux, Samy Chakroun, R. Witasse Date created 06 October 2011 Date modified 24 October 2016 The Odéon tower…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • The Use of Design Approaches with PLAXIS

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author Mark Post, R. B. J. Brinkgreve Date created 06 October 2011 Date modified 24 October 2016 With the release of PLAXIS 2D 2011 a convenient facility…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Practical application of the Soft Soil Creep model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author D. Waterman, W. Broere Date created 20 May 2011 Date modified 11 November 2016 The Soft Soil Creep model distinguishes between primary loading and…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Modelling Swelling Rock Behaviour in Tunnelling

    Stefanos Papavasileiou
    Stefanos Papavasileiou
    Application PLAXIS 2D Version PLAXIS 2D Original Author B. Schädlich, H. F. Schweiger, T. Marcher Date created 25 June 2013 Date modified 23 June 2022 Although a great amount of practical experience has…
    • over 1 year ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Cyclic Loading of Suction Caissons

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author R. Thijssen, E. Alderlieste, T. Visser Date created 25 June 2013 Date modified 24 October 2016 Venture North Sea Oil Ltd. (Venture/Centrica) has developed…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Numerical analysis of geosynthetic reinforced piled embankment scale model tests

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version 3DTunnel Original Author T. den Boogert, P. van Duijnen, S. van Eekelen Date created 18 June 2012 Date modified 04 October 2019 Piled embankments with geosynthetic reinforcement…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • 3D Dimensional Ground Deformation Analysis of Deep Excavation Adjacent to Railway Embankment in the City of Rotterdam

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version 3DFoundation Original Author V. M. Thumann Date created 15 November 2011 Date modified 24 October 2016 In Rotterdam, the Netherlands, the new RandstadRail underground line…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Simulation of Soil Nail's Dynamic Pullout Response

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author W. L. Cheang, S. A. Tan, P. H. Ooi Date created 15 November 2011 Date modified 24 October 2016 The assessment of an in-situ nail – soil interface…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Stability Analysis of the Red River Dike: The Past to the Present

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P.H.A.J.M van Gelder, T.M. Thub, P.Q. Tu Date created 25 June 2013 Date modified 24 October 2016 The Red River delta is located…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • PLAXIS as a Tool for Soil-Structure Interaction Modelling in Performance- Based Seismic Jetty Design

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author F. Besseling, A. Lengkeek Date created 25 June 2013 Date modified 24 October 2016 The importance of soil structure interaction in seismic design of…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • South Toulon Tube: Numerical Back-analysis of In-situ Measurements

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author J.P. Janin, A. Guilloux, H. Le Bissonnais, R. Kastner, F. Emeriault Date created 25 June 2013 Date modified 24 October 2016 Full face excavation with…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Numerical Simulations of Geotechnical Works in Bangkok Subsoil Using Advanced Soil Models Available in Plaxis and Through User-Defined Model

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version PLAXIS 2D PLAXIS 3D Original Author P. Jongpradist Date created 25 June 2013 Date modified 24 October 2016 In this article, three constitutive models with enhancing…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Temporary stability of a jacket platform during installation and influence of adjacent pug marks

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 3D Version PLAXIS 3D Original Author J.C. Ballard, N. Charue Date created 18 June 2012 Date modified 24 October 2016 Jacket platforms used offshore for oil extraction are generally temporarily…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Piled embankments in PLAXIS 2D, 3DTunnel and PLAXIS 3D 2011

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D PLAXIS 3D Version 3DTunnel PLAXIS 2D Original Author E. Oskam Date created 18 June 2012 Date modified 24 October 2016 In recent years, there is a growing interest in the use of piled…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • Notes on the Application of the Spring Constant and Soil-Structure Interaction Problems

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author G. Tjie-Liong Date created 15 November 2011 Date modified 24 October 2016 The use of a spring constant for the design and analysis of raft and pile…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
  • What is the Mechanical Impact of Water in Ground

    Micha van der Sloot
    Micha van der Sloot
    Application PLAXIS 2D Version PLAXIS 2D Original Author F.B.J. Barends Date created 15 November 2011 Date modified 24 October 2016 Water pressures play a crucial role in the stability of dikes and excavations…
    • over 3 years ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Wiki
<>