Efficient Non-Linear Finite Element Implementation of Elasto-Plasticity for Geotechnical Problems

Engineering

1. Linear Finite Element 100%
2. Material Model 94%
3. Mohr-Coulomb Material 66%
4. Rock Mass 61%
5. Safety Factor 61%
6. Simple Geometry 44%
7. Coulomb Model 38%
8. Models 38%
9. Bearing Capacity 33%
10. Yield Surface 27%
11. Numerical Difficulty 27%
12. Plastic Potential 27%
13. Factor of Safety 27%
14. Computer Simulation 27%
15. Finite Element Result 27%
16. Slope Stability 27%
17. Stress Level 22%
18. Mohr-Coulomb Criterion 11%
19. Stress Space 5%
20. Foundations 5%
21. Soil Parameter 5%
22. Brown Criterion 5%
23. Linear Dependency 5%
24. Plasticity Model 5%
25. Accident Prevention 5%