Allgemein
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.
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Allgemein
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.…
Allgemein
New paper: Separating fluid and solid contact constraints for hydro-mechanically coupled finite elements discretising fluid displacement
How to model the interface between a structure and a saturated porous medium?
In our latest paper published in ๐๐ฐ๐ฎ๐ฑ๐ถ๐ต๐ฆ๐ณ ๐๐ฆ๐ต๐ฉ๐ฐ๐ฅ๐ด ๐ช๐ฏ ๐๐ฑ๐ฑ๐ญ๐ช๐ฆ๐ฅ ๐๐ฆ๐ค๐ฉ๐ข๐ฏ๐ช๐ค๐ด ๐ข๐ฏ๐ฅ ๐๐ฏ๐จ๐ช๐ฏ๐ฆ๐ฆ๐ณ๐ช๐ฏ๐จ (CMAME) we present a mortar contact discretization scheme enforcing contact constraints separately for the pore fluid and the solid.
Back-calculation of vibratory pile driving tests shows that the proposed scheme increases both numerical stability as well as predictive capabilities of the simulation compared to contact methods not distinguishing between contact constraints for the solid phase and the fluid phase.
Free access to the paper until November 12th: https://www.sciencedirect.com/science/article/pii/S0045782523005753?dgcid=coauthor
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Allgemein
New paper: A theory of porous media for unsaturated soils with immobile air
In most works, unsaturated soil is considered a three-phase medium composed of air, water, and solid, neglecting effects caused by the presence of residual water and/or entrapped (immobile) air.
We present a set of governing equations for unsaturated soils with residual water and entrapped air considering a mass transfer mechanism between the free air and the entrapped air. The performance of the model is examined in simulations of water retention curves, a rapid drawdown experiment as well as in the dynamic analysis of a centrifuge test on a dam subjected to earthquake loading.
Free access to the paper until April 12th: https://authors.elsevier.com/a/1gdfi,63b-0MRi
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