New Release

 

🎄 Christmas has come early this year! 🎄

We are thrilled to announce the latest release of Hashtagnumgeo, our finite element software for advanced geotechnical simulations.

Here’s a glimpse of what’s new in this release:

✅ Enhanced modelling for unsaturated soils: A novel approach to incorporate suction effects into the effective stress.
✅ Faster and more robust contact simulations.
✅ New mixed Implicit-Explicit time integration scheme.
✅ New equal-order stabilised elements tailored for unsaturated soil behaviour.
✅ Improving the integration of Hashtagnumgeo into the pre-processor GiD SIMULATION

… and much more! Dive into the details by checking out the full release notes here

Thank you to Antaeus Bettmann, Antonia Nitsch, Rahul Dogra, and Christoph Schmüdderich for their significant contributions to making this release possible!

We hope you enjoy exploring the new features, and we look forward to your feedback!

Workshop 2025

Join us for the numgeo Workshop 2025 on February 19–20 at the Bauhaus-Universität Weimar. The workshop will cover recent developments in numerical geotechnics, featuring expert talks, hands-on sessions on topics like particle finite element methods and high-cycle accumulation models and the inaugural lecture of Patrick Staubach.

Participation is free, but registration is required. For more details, see the program in our flyer: flyer

    New paper: Numerische Ermittlung von Baugrundschwingungen bei dynamisch belasteten Fundamenten: Empfehlungen zur Modellierung

    In this publication, the Subcommittee on “Numerics in Soil Dynamics” of the German Geotechnical Society (DGGT) provides practical recommendations for the numerical modelling of ground vibrations under dynamic loads. Given the growing importance of dynamic considerations in geotechnical planning, these insights are aimed at enhancing the efficiency and accuracy of such calculations.

    In addition to developing these recommendations, we were especially pleased to validate our finite element software numgeo successfully against established commercial software packages such as Abaqus, Ansys, and Plaxis. While numgeo excels in the development and provision of new numerical methods, we are committed to integrating practical features relevant to geotechnical FE software. This successful validation is a particularly gratifying milestone, affirming our goal to make numgeo a reliable tool for engineering applications!

    Vertical displacement amplitude at ground surface: a) excitation frequency 4 Hz, b) excitation frequency 64Hz

    For further details, please refer to our full paper in geotechnik: https://onlinelibrary.wiley.com/doi/10.1002/gete.202400016

    New Paper: Complex high-cyclic loading in an accumulation model for sand

    Cyclic loading of soils often involves complex stress and strain paths. In a new paper in the International Journal for Numerical and Analytical Methods in Geomechanics, we investigate the HCA model for complex cyclic loading with multidimensional loading paths and extend it for frequently changing loading amplitudes and directions in numgeo. This extension is validated by simulation of model tests on piles for offshore wind turbines subjected to multidimensional lateral loading with thousands of cycles.

    Check out the full open-access article here.

      New Paper: Spatially mixed implicit–explicit schemes in hydro-mechanically coupled soil dynamics

      numgeo now features mixed implicit-explicit (IMEX) schemes for efficient handling of challenging soil dynamics problems. The scheme is published in Computers and Geotechnics and the open access article is available here.

      By applying implicit or explicit methods to different parts of the computational domain, the approach addresses these variations effectively. Using mortar contact discretization for domain decomposition, multiple systems of equations are solved simultaneously. The method is also extended to hydro-mechanical coupling in soil dynamics.

      The IMEX scheme enhances efficiency by allowing larger time increments for stiff parts of the system (e.g. a pile), while maintaining accuracy for the less stiff domains (soil). This results in reduced computational time, especially in cases where purely explicit methods would require significantly smaller time steps to remain stable.

        New Paper: Numerical modelling of expansive geomaterials: Finite element formulation and constitutive models

        We are excited to share our latest research, “Numerical Modelling of Expansive Geomaterials: Finite Element Formulation and Constitutive Models,” published in Computers and Geotechnics!

        Together with Antonia Nitsch (RUB), Torsten Wichtmann (RUB), and Carlos Grandas (BTU Cottbus), we delve into the challenging behavior of expansive soils, which can swell when in contact with water, leading to significant changes in volume or the development of swelling pressure. We propose a novel finite element framework based on the Theory of Porous Media (TPM), introducing a hydro-mechanically coupled hypoplastic constitutive model. All implemented in the finite element code numgeo.

        Some key highlights:

        • A three-dimensional hydro-mechanically coupled hypoplastic constitutive model for expansive soils, predicting both swelling strain or swelling stress depending on boundary conditions.
        • A mass transfer mechanism handling the transition from free water to swelling water, directly affecting hydraulic conductivity.
        • Demonstrated accuracy through laboratory test simulations.

        Check out the full article here

        An animation of an unconfined swelling test on an Opalinus clay sample between two filter plates with water supply from both top and bottom is shown below.

          New Paper: Predictive Abilities of Constitutive Models for Clay Under Monotonic and Cyclic Loading

          We are pleased to announce the publication of our latest paper in Géotechnique, where we present a critical investigation of three constitutive models for clay. Our study involves an in-depth analysis of a sophisticated laboratory testing program and back-calculation of centrifuge tests on monopiles in clay subjected to monotonic and cyclic lateral loading using numgeo and Abaqus.

          The study examines constitutive models of varying complexity:

          • Modified Cam Clay model (MCC): The basic model used as a benchmark.
          • Hypoplastic model with intergranular strain: Also known as the clay hypoplasticity model, which accounts for intergranular strain effects.
          • Anisotropic Visco-Intergranular Strain Anisotropy (AVISA) model: A recently proposed model that incorporates anisotropic visco-intergranular strain behavior.

          Dive into the full article for detailed insights and implications for future research and practical applications.

            Graphical User Interface Now Available!

            We are thrilled to announce that numgeo is now integrated into the GiD Pre- and Postprocessor. With this integration, you can leverage GiD’s powerful geometry and meshing features for preprocessing tasks. An intuitive data tree simplifies the finite element model creation process by displaying only the relevant settings, thereby streamlining your workflow.

            We presented these developments at the 12th GiD Convention on Advances and Applications of GiD. For a recording of the presentation and future updated visit the dedicated Graphical User Interface page.

            New paper: Long-term settlement of dynamically loaded shallow foundations

            Together with Dirk Wegener from GEPRO Ingenieurgesellschaft mbH (Dresden), we present an extension of conventional analytical settlement analyses that takes into account the accumulation of deformations due to cyclic loads with high frequencies, as they occur for example for machine foundations or railway tracks. The incorporation of a threshold strain amplitude, below which no accumulation of deformations occurs, in the HCA model is discussed. It is demonstrated that the simple analytical approach, which does not require numerical calculations, gives results very similar to more complex finite-element simulations performed with numgeo.

            Find the authors’ version here and the journal publication here.

            New numgeo release

            We have once again released a new numgeo version, with many new features, a new html documentation, a “portable” numgeo version without additional software requirements and new examples.

            Some specific new features:

            • Stabilized u-p elements with equal order interpolation
            • SANISAND-F
            • SANISAND-MFs
            • Improved numerical stability in infiltration processes
            • HCA model for clay available in the public version
            • Explicit dynamic analyses

            The html documentation contains the full release notes.…