Stability Analysis of Fill Slope Reinforced by Frame Prestressed Anchor Plates Considering Backfilling-Strengthening Process

Puntos clave

• Improved stability is observed in fill slopes reinforced with prestressed anchor plates and backfilling processes, enhancing structural integrity.
• Stability analysis revealed a significant reduction in failure risks due to the use of reinforcement techniques during backfilling procedures.
• Assessment using stability models evaluates fill slope reinforcements and their influence on structural performance across various conditions.
• May enable safer and more durable engineering designs in civil construction, indicating the importance of effective reinforcement techniques.