STABILITY FORMULA FOR TETRAPOD INCORPORATING SLOPE EFFECT
No. 33 (2012), Coastal Structures
No. 33 (2012)

STABILITY FORMULA FOR TETRAPOD INCORPORATING SLOPE EFFECT

Coastal Structures
https://doi.org/10.9753/icce.v33.structures.39
Published 2012-10-25
Kyung-Duck Suh
Seoul National University
Jin-Sung Kang
POSCO E&C
ICCE 2012 Cover Image
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Supplementary Files

PowerPoint file for conference presentation
Movie for Tetrapod damage experiment

Keywords

armor units
breakwaters
hydraulic models
model tests
stability
Tetrapods

How to Cite

Suh, K.-D., & Kang, J.-S. (2012). STABILITY FORMULA FOR TETRAPOD INCORPORATING SLOPE EFFECT. Coastal Engineering Proceedings, 1(33), structures.39. https://doi.org/10.9753/icce.v33.structures.39
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Abstract

To develop a stability formula for Tetrapods armoring rubble mound breakwaters, sixty hydraulic model tests have been conducted for various wave conditions and slope angles of breakwaters. The test results are used, along with the data of previous researchers, to develop a new stability formula. The developed formula is proven to be applicable to breakwaters with various slope angles with reasonable accuracy. It is also shown to be applicable to low-crested breakwaters and different packing densities, if the corresponding terms are incorporated in the formula. The uncertainty of the proposed formula is also given.
https://doi.org/10.9753/icce.v33.structures.39
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References

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