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- Products
- Finite Element Analysis (FEA)
- Add-ons for RFEM 6
- Additional Analyses
- Geotechnical Analysis for RFEM 6
- Geotechnical Analysis for RFEM 6
Geotechnical Analysis
Another useful add-on is Geotechnical Analysis, which allows you to represent soil conditions realistically. It determines the soil to be analyzed in RFEM using the properties from soil samples. This helps you achieve a much higher quality in the structural analysis of buildings.
Discover Geotechnical Analysis for RFEM 6
Another useful add-on, Geotechnical Analysis, allows you to realistically determine the soil conditions. This RFEM add-on uses the properties from soil samples to determine the soil body to be analyzed. You can thus achieve a much higher quality in the structural analysis of structures.
- Special nonlinear geotechnical material models available for realistic simulation
- Geological layers can be accurately defined based on subsoil expertise.
- Soil massif logic enables automatic definition and storage of the soil.
- Soil-structure interaction can be realistically simulated using the 2D constrained modulus method or as a 3D solid model, also nonlinear.
- Piles and anchors with nonlinear load-bearing behavior available
- Compatible with all add-ons for RFEM 6
- Results, such as settlements, stresses, and elastic foundation coefficients, can be output graphically, in tables, and as diagrams.
Your Advantages
Automatic generation of the soil solid, including its layer boundaries from soil boring logs
Modeling of realistic load-bearing behavior of piles and anchors
Immediate consideration of the soil-structure interaction
Use Cases
The Geotechnical Analysis add-on integrates advanced soil-structure interaction directly in RFEM 6, enabling engineers to perform detailed stability, deformation, and earth pressure analyses based on realistic soil behavior. Typical use cases include:
Simulate earth pressures and slope stability to design retaining walls and embankments safely and efficiently.
Model piles and anchors with nonlinear behavior to predict load transfer and optimize foundation systems for buildings and infrastructure.
Implement site-specific soil layers using Mohr-Coulomb or other nonlinear material models. Capture realistic soil behavior under varying loads for more precise geotechnical analysis.
Plan temporary or permanent support structures for deep excavations. Analyze soil reactions to avoid excessive deformation or collapse during construction.
Key Features
Soil Samples
You can enter the soil layers obtained from subsoil investigations at each location into the program as soil samples. Then assign the identified soil materials, including their material properties, to the corresponding layers.
Soil Massifs
Use the soil samples as a basis for a definition of the respective soil massif. This way, the program allows for user-friendly generation of the massif, including the automatic determination of the layer interfaces from the sample data, as well as the groundwater level and the boundary surface supports.
Member Type "Pile" for Geotechnical Analyses
In the Geotechnical Analysis add-on, the member of the "Pile" type is available. For the pile, the pile resistance types are created. They define the resistance parameters from the skin friction and the pile peak pressure.
Designed with Geotechnical Analysis Add-on for RFEM 6
A real-world project showcasing safe and reliable design on challenging soil conditions using the Geotechnical Analysis add-on in RFEM 6.
Logistics Center in Khmelnytskyi
Geotechnical Analysis played a key role in verifying the concrete base slab on poor soil conditions, ensuring safe load transfer and deformation-free operation of heavy vehicles in a large-span logistics center.
Geotechnical Engineering Articles
Creating Soil Body from Soil Samples in RFEM 6
Given that the realistic determination of the soil conditions significantly influences the quality of the structural analysis of buildings, the Geotechnical Analysis add-on is offered in RFEM 6 to determine the soil body to be analyzed.
Parametric Pile Modeling with Empirical Pile Resistances According to Tschuchnigg
The article describes the use of global parameters to determine pile resistance depending on soil and cross-section properties according to the empirical method developed by Tschuchnigg.
Discover the full potential of Dlubal software with powerful programs like RFEM, RSTAB, RWIND, and RSECTION. Try them for free and see how easy it is to model, analyze, and document even complex structures. Our experts are happy to guide you through a short online demo tailored to your industry.
Frequently Asked Questions
The changed loads resulting from the difference in weight in the damp and saturated states, and the consideration of buoyancy, can be taken into account relatively easily as solid loads.
You can find more information here: FAQ section
To consider soil-structure interaction using the constrained modulus method, the “Stiffness modulus” material parameter can be defined for soil-type materials.
This requires soil material from the library to be used as the basis for entering the soil properties.
Read more here: Oedometric Modulus
In the dialog box of structural analysis settings, you can find the "Equilibrium for undeformed structure" checkbox under Options II.
If this is active, the structure is analyzed with the deformation reset to 0.
Learn more: Setting Deformations to 0
To use numerical methods, such as FEM, in geotechnical engineering, it is reasonable to set the cohesion as not equal to zero. Therefore, a small cohesion between 0.5 and 1.0 kN/m² can be applied even for non-cohesive soils.
Browse our online manuals on geotechnical analysis anytime to boost your work and support your projects.
Explore essential videos focused on geotechnical analysis. These tutorials guide you through practical workflows and help you master key features quickly.
Access our recorded webinars on geotechnical analysis at any time. Watch sessions whenever you want to deepen your knowledge.
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