MIDAS GTS NX MIDAS FEA NX Geotechnical Engineering Structure Type_Dam Field_Geotech Category_Knowledge Category_How-to
The objective of this verification study is to model a 3D sloshing fluid domain using the slosh ing element tool available in Midas GTS NX and Midas FEA NX. A linear time-history dynamic analysis is carried out to simulate the hydrodynamic effects generated by ground motion.
Deep excavation MIDAS GTS NX Retaining Structures Structure Type_Tunnel Field_Geotech Category_Case Study Structure Type_Underground Structure Type_Retaining
MIDAS GTS NX Excavation Work Retaining Wall Design Retaining system Field_Geotech Category_Knowledge Structure Type_Underground Structure Type_Retaining
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1. What is excavation work?
2. Type of Retaining Wall3. The Construction Stage of Retaining System
4. FEM Analysis for Retaining System5. Other Calculations for Retaining System
#Unsaturated Soil MIDAS GTS NX Slope Failure Root-Soil Interaction Field_Geotech Category_Knowledge Category_Case Study
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1. Introduction
2. Climate Change and Tree Failures antecedent3. Numerical Simulations
#TBM MIDAS GTS NX Nonlinear Analysis Finite Element Modeling #Longitudinal Joints #Concrete Lining Structure Type_Tunnel Field_Geotech Category_Knowledge
2. (Part 1)Joints within the same rings (longitudinal joints)
3. (Part 2) Non-linear analysis
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