Natural slopes, embankments, dams and dykes, gravity walls, reinforced soil structures, nailed walls and tensioned screens.
This paid module covers stability analyses specific to gravity walls, L-shaped walls, T-shaped walls and cellular walls, utilising the capabilities offered by the kinematic failure analysis method to determine the limit push/barrier diagrams for any soil layer configuration. The calculation is carried out in accordance with standard NF P 94-281, exploring the load combinations covered by the Eurocode.
This module enables the determination of limit bearing capacity diagrams for a multi-layered soil subjected to any type of loading, including under potentially seismic conditions. In particular, it covers configurations not addressed by the standard solutions found in the literature, for example:
The direct interface with K-Réa allows these diagrams of ultimate thrust/abutment pressures to be used to feed into a retaining wall calculation.
This module allows for a more detailed estimation of the load-bearing contribution along a ‘nail’-type reinforcement element, such as a pile, an inclusion or a bar, subjected to bending and shear.
The calculation is based on a ‘p-y’ type elastoplastic model (as in the Piecoef module of Foxta), taking into account the multi-layered nature of the ground and soil plasticisation.
In practical terms, the result is a diagram of the shear stress that can be mobilised along the reinforcement, limited either by the soil’s capacity or by the reinforcement element’s own capacity (the module specifies which element is the limiting factor).
This module enables an integrated calculation, under steady-state and permanent conditions, of the pore pressure field to be considered for stability analyses.
The calculation is based on a numerical solution of Laplace’s equation, taking into account the multilayer and anisotropic nature of the ground.
Once the horizontal/vertical permeabilities and boundary conditions have been entered, it is possible to access the pore pressure and/or potential field, as well as the flow display.
This module offers the ability to automatically perform sensitivity analyses to assess the influence of various model parameters on the stability of the structure under investigation.
It is also possible to carry out a reliability analysis, which involves quantifying safety in terms of a reliability index or probability of failure (analysis based on the RSM method).
The seismic module enables the automatic determination of the destabilising seismic acceleration (that leading to the limit state) which can be used as input data for a ‘Earthquake’ wizard integrated into the software. This wizard enables the empirical or analytical calculation of post-earthquake irreversible displacements (Newmark-type model).
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Talren v6.2.20
Minimum system requirements
PC-compatible computer with: