Soil boring logs placed on the basis of a background layer & a solid soil generated from the profiles
Soil Massif
Number of Nodes | 20 |
Number of Lines | 32 |
Number of Members | 0 |
Number of Surfaces | 17 |
Number of Solids | 3 |
Number of Load Cases | 2 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 59840.000 tons |
Dimensions (Metric) | 41,000 x 23,100 x 41,000 m |
Dimensions (Imperial) | 134.51 x 75.79 x 134.51 feet |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
![Superstructure and Soil Massif](/en/webimage/032040/3327270/EN_1.png?mw=512&hash=ab89cd9cb5658abc8b4719242f1c9e322c29cd8a)
![Model](/en/webimage/031979/3326593/EN_1.png?mw=512&hash=ab89cd9cb5658abc8b4719242f1c9e322c29cd8a)
![Activation of Geotechnical Analysis Add-on](/en/webimage/031006/3299951/en_1.png?mw=512&hash=f9ba283f5927298a48257e3be65388cfe3600fe8)
![KB 001883 | Plate Girder Design According to AISC 360-22 in RFEM 6](/en/webimage/051561/3980997/im1.png?mw=512&hash=b8237709c4f30213fac51d86d32a42bddde72f03)
![Feature 002795 | "Hoek-Brown" Material Model for Geotechnical Analysis](/en/webimage/048218/3845392/48218.png?mw=512&hash=f580ae030f12ea34d653ac37645631f84969e01c)
In the Geotechnical Analysis add-on, the Hoek-Brown material model is available. The model shows linear-elastic ideal-plastic material behavior. Its nonlinear strength criterion is the most common failure criterion for stone and rocks.
You can enter the material parameters using
- Rock parameters directly, or alternatively via
- GSI classification.
described.
Weiterführende Informationen zu diesem Materialmodell und der Definition der Eingabe in RFEM finden Sie im entsprechenden Kapitel im Online-Handbuch für das Add-On Geotechnische Analyse: Hoek-Brown Model .
![Calculation Diagram](/en/webimage/032596/3342772/diagram.png?mw=512&hash=6a3197e561482860ce0de8f93bd0d9df22c9c3f5)
Are you ready for the evaluation? Use the calculation diagrams, which show the distribution of a specific result during the calculation.
You can freely define the layout of the vertical and horizontal axes of the calculation diagram. This allows you, for example, to consider the settlement distribution of a certain node, depending on the load.
![Printout Report with Graphics of Stress Results](/en/webimage/032590/3342486/printout_report.png?mw=512&hash=56f821d9133c263062c522bc9c6cb487f0d73c8e)
Your data are always documented in a multilingual printout report. You can adjust the content at any time and save it as a template. You can also add graphics, texts, MathML formulas, and PDF documents to your report with just a few clicks.
![Soil Material Models](/en/webimage/032309/3379367/32309_EN.png?mw=512&hash=9ee42caa2642d66d141bcaa5a26fdadfb0337cf4)
Do you want to model and analyze the behavior of a soil solid? To ensure this, special suitable material models have been implemented in RFEM.
You can use the modified Mohr-Coulomb model with a linear-elastic ideal-plastic model or a nonlinear elastic model with an oedometric stress-strain relation. The limit criterion, which describes the transition from the elastic area to that of the plastic flow, is defined according to Mohr-Coulomb.