- Design Considerations
- Overall stability
- Reinforcements (structural / fiber)
- Lateral movement
- Long term stability (earthquake / rainfall)
- Water pressure
- Construction sequence (inclination)
GTS NX has an effective options for dealing with structural or fiber reinforcements. For the detailed analysis, the structural elements including some pretention can be introduced in a construction stage analysis so that the forces and moments in the structure can be computed along with the interaction between the structure and ground.
Moreover, a slope stability analysis can be carried out with selected structural elements and load component applied to the ground. In order to simulate field conditions, structural and ground components can be activated and removed at different stages of construction.
The friction based interface element enable for simulating soil-structure interaction behavior. All kinds of possible field situations such as rainfall, earthquake, wall loading, deformations, or stability, GTS NX has a method of verification for given conditions.
Construction stage analysis can be used to simulate the construction process of the ground using numerical analysis. Construction stage analysis consists of multiple stages and loading/ boundary conditions, as well as elements, can be added or removed at each stage. This loading/ boundary or element change is applied at the start of each stage. GTS NX can use following types of analysis features to conduct Construction stage analysis.
Analysis of stress and slope stability during the construction process
Stage by stage Steady state seepage analysis, Stage by stage Transient seepage analysis
Stress-Seepage-Slope coupled analysis
Sequential Seepage-stress analysis and Slope stability analysis during the construction process
Consolidation analysis for environment change and construction process of embankment
Fully-coupled Stress-Seepage analysis
Stress analysis fully coupled with Transient seepage phenomenon
When conducting Construction stage analysis, the following should be considered.
- Addition/Removal of element
- Loading/Unloading of weight
- Change in boundary condition
- Change in rock material property
- Definition of load distribution factor
- Step by step underground water level
- Drained-Undrained analysis
- Initialization of displacement
- Stress Analysis for initial construction stage (Consider Ko condition)