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January 1, 2026Soil Mechanics and Foundation Engineering

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

Jun Zhang Shuaihua Ye

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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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Implication

Observational analysis demonstrates improved stability in fill slopes with prestressed anchor plates, highlighting engineering advantages.

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Cite This Study

Zhang et al. (2026) studied this question.

synapsesocial.com/papers/69a76603badf0bb9e87db4c6 https://doi.org/10.1007/s11204-026-10094-8

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