Fundamentals of Slope Stability & PLAXIS 2D Basics
-
1. Introduction to Slope Stability Analysis (12:45)
-
2. Overview of Limit Equilibrium vs. Finite Element Methods (11:43)
-
3. Soil Models in PLAXIS 2D: Mohr-Coulomb (MC) Constitutive Model (25:57)
-
4. Soil Models in PLAXIS 2D: Hardening Soil (HS) Constitutive Model (11:35)
-
5. Soil Model Applications for Various Geotechnical Problems in PLAXIS 2D (9:19)
-
6. Factor of Safety in PLAXIS 2D: Shear Strength Reduction Method (SSR) (4:00)
-
7. Recommended Minimum Factor of Safety for Slopes (AASHTO & FHWA) Guidelines (6:27)
Slope Stability Modeling & Analysis with PLAXIS 2D
-
8. Slope Stability Analysis Using the Mohr-Coulomb (MC) Model (24:11)
-
9. Slope Stability Analysis Using the Hardening Soil (HS) Model (25:51)
-
10. Slope Stability Analysis of Sandy Soil Using PLAXIS 2D (34:41)
-
11. Slope Stability Analysis of Multi-Layered Soil Using PLAXIS 2D (22:56)
-
12. Importing Multi-Layered Slope Geometry from AutoCAD to PLAXIS 2D (7:52)
-
13. Mesh Quality & Sensitivity in Slope Stability Analysis Using PLAXIS 2D (19:40)
-
14. Simulation and Analysis of Road Embankment Construction Using PLAXIS 2D (22:22)
-
15. Slope Stability Analysis of Basement Excavation in Cohesionless Soil (26:05)
-
16. Rock Slope Stability Analysis Using Hoek-Brown Model in PLAXIS 2D (26:35)
-
17. Effect of Fault (Discontinuity) on Rock Slope Stability in PLAXIS 2D (18:49)
-
18. Validation of PLAXIS 2D (FEM) Results with Limit Equilibrium Methods (LEM) (17:41)
-
19. Influence of Benching on Slope Stability Using PLAXIS 2D (16:03)
-
20. Generating a Slope Stability Report in PLAXIS 2D (13:33)
Groundwater, Seepage, Consolidation, & Rainfall Effect
-
21. Drainage Conditions in PLAXIS 2D: Drained vs. Undrained (A, B, C) (12:24)
-
22. Comparison Between Drained and Undrained Stability of an Embankment on Clay Soil (24:13)
-
23. Effect of Rising Groundwater Table on Slope Stability Using PLAXIS 2D (10:36)
-
24. Seepage Analysis of an Earth Dam Using PLAXIS 2D (24:18)
-
25. Flow Net & Seepage analysis under concrete Dam using PLAXIS 2D (14:08)
-
26. Consolidation Analysis of a Road Embankment on Soft Soil Using PLAXIS 2D (48:54)
-
27. Using Vertical Drains to Accelerate Excess Pore Pressure Dissipation in PLAXIS 2D (15:50)
-
28. Updated Mesh and Updated Water Pressures Analysis in PLAXIS 2D (19:49)
-
29. Effect of Rainfall on Slope Stability Using PLAXIS 2D (25:03)
-
30. Effect of Long-Duration Rainfall on the Stability of Sandy Clay Slopes Using PLAXIS 2D (13:20)
-
31. Stability Analysis of a Reservoir Dam under Rapid Drawdown Using PLAXIS 2D (40:53)
Strip Foundation & NATM Tunnel
Reinforcement, Ground Improvement & Slope Protection
-
34. Stability Analysis of Road Embankment Reinforced with Geogrids Using PLAXIS 2D (28:33)
-
35. Stability Improvement of Slope Using Anti-Slide Piles in PLAXIS 2D (27:32)
-
36. Embankment Construction on Soft Soil Layer Improved with Stone Columns Using PLAXIS 2D (22:34)
-
37. Embankment Construction on Soft Soil Improved with Jet Grouting Columns Using PLAXIS 2D (13:20)
-
38. Slope Stabilization with Soil Nailing Using PLAXIS 2D (26:05)
-
39. Stabilization of Weak Rock Slope Using Rock Bolts in PLAXIS 2D (30:31)
-
40. Stability Improvement of Riverbank Slope Protected with Riprap Layer Using PLAXIS 2D (18:32)
-
41. Stability Analysis of Cantilever Retaining Wall Supporting Fill Slope Using PLAXIS 2D (14:05)
Seismic Slope Stability Analysis
0 comments