Question for Regarding PLAXIS Analysis
1. The large-scale slope stability check is acceptable.
2. Why is there displacement at the heel of the retaining wall?
3. Although overall sliding is unlikely to occur, what is the cause of the displacement at the heel? Should this be a concern? Should appropriate reinforcement be implemented?
Soil Mechanics / Geotechnical
Rock Mechanics
Geology
Design
Construction
Research
Deep Foundations
Geotechnical Earthquake Engineering & Soil Dynamics
Geotechnical Investigations & In-Situ Testing
Landslides - Slope Stability
Asked
13/01/2025 09:13
