ST. PAUL BREAKWATER, PHASE 1

Torben Sorensen; Ole Juul Jensen

doi:10.9753/icce.v22.%p

Núm. 22 (1990), Conference Proceedings

Núm. 22 (1990)

ST. PAUL BREAKWATER, PHASE 1

Conference Proceedings

Publicado 1990-01-29

Torben Sorensen⁺⁻
Ole Juul Jensen⁺⁻

Torben Sorensen

Ports and Marine Structures Division, Danish Hydraulic Institute

Ole Juul Jensen

Ports and Marine Structures Division, Danish Hydraulic Institute

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cast study
breakwater
St. Paul breakwater

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ST. PAUL BREAKWATER, PHASE 1. (1990). Coastal Engineering Proceedings, 1(22). https://doi.org/10.9753/icce.v22.%p

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The St. Paul Phase 1 berm breakwater was destroyed by two storms within approximately two months of its completion. Investigations made after the failure demonstrate that the cause of the failure was that the breakwater was built from material that was vastly undersized as compared to the recommended minimum rock gradation, and heavily contaminated by fines and overburden from the quarry.

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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ST. PAUL BREAKWATER, PHASE 1

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