Research Article
Nov 1976
Concrete Properties at Ocean Depths
Authors: Harvey H. Haynes, M.ASCE, and Roy S. HighbergAuthor Affiliations
Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102, Issue 4
Abstract
The results of three studies are reported herein on seawater absorption and compressive strength of 6-in. x 12-in. (152-mm x 305-mm) concrete control cylinders subjected to simulated ocean conditions, and on the long-term permeability of concrete spheres in the ocean at depths to 4,200 ft (1,280 m). The first study determined that seawater absorption of field-dry concrete was 2.36% by weight after exposure to a pressure head of 550 ft (168 m) for 84 days. The second study determined that the uniaxial compressive strength of concrete saturated and tested under a pressure head of 20,000 ft (6,100 m) decreased by 10% when compared with the compressive strength of fog-cured concrete. Concrete under 1 ft and 500 ft (0.3 m and 152 m) pressure heads had a compressive strength similar to that of fog-cured concrete. The third study reports interim data from an ongoing 10-yr investigation of the permeability of concrete spheres placed in the ocean.
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Information
Published In
Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 102 • Issue 4 • November 1976
Pages: 455 - 470
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Nov 1976
Published online: Feb 12, 2021
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Authors
Affiliations
Harvey H. Haynes, M.ASCE
Research Struct. Engr., Ocean Structures Div., Civ. Engrg. Lab., Construction Battalion Center, Port Hueneme, Calif.
Roy S. Highberg
Engr. in Training; Ocean Structures Div., Civ. Engrg. Lab., Construction Battalion Center, Port Hueneme, Calif.
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