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Stability Analysis of Fill Slope Reinforced by Frame Prestressed Anchor Plates Considering Backfilling-Strengthening Process | Synapse
March 3, 2026
Stability Analysis of Fill Slope Reinforced by Frame Prestressed Anchor Plates Considering Backfilling-Strengthening Process
JZ
Jun Zhang
State Grid Corporation of China (China)
SY
Shuaihua Ye
Key Points
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.
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Zhang et al. (Thu,) studied this question.
synapsesocial.com/papers/69a76603badf0bb9e87db4c6
https://doi.org/https://doi.org/10.1007/s11204-026-10094-8
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