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This research paper investigates the stability of placed riprap on steep slopes and identifies displacements of stones as a primary failure mechanism due to overtopping. The study found that small rearrangements of stones can lead to instability, with critical discharges significantly higher for interlocking patterns compared to randomly dumped riprap. The results aim to enhance design approaches for riprap used in erosion control, particularly for steep slopes in dam structures.

Author

DM1988MM1

Language

EN