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Seawater Absorption and Compressive Strength of Concrete at Ocean Depths
The results of two limited investigations on seawater absorption and compressive strength of 6 x 12-inch concrete control cylinders subjected to ocean environmental conditions are given. Seawater absorption of field-dry concrete was found to be 2.36% by weight after exposure to a pressure head to 550 feet for 84 days. Uniaxial compressive strength of concrete saturated and tested under a pressure head of 20,000 feet decreased by 10% when compared to the compressive strength of fog-cured concrete. Concrete under 1-foot and 500-foot pressure heads had a strength similar to that of fog-cured concrete. Seawater abosrption is an important design consideration for massive, floating concrete structures because near-neutrally buoyant conditions are required for the structures at various stages of construction, installation, or operation.
Seawater Absorption and Compressive Strength of Concrete at Ocean Depths
The results of two limited investigations on seawater absorption and compressive strength of 6 x 12-inch concrete control cylinders subjected to ocean environmental conditions are given. Seawater absorption of field-dry concrete was found to be 2.36% by weight after exposure to a pressure head to 550 feet for 84 days. Uniaxial compressive strength of concrete saturated and tested under a pressure head of 20,000 feet decreased by 10% when compared to the compressive strength of fog-cured concrete. Concrete under 1-foot and 500-foot pressure heads had a strength similar to that of fog-cured concrete. Seawater abosrption is an important design consideration for massive, floating concrete structures because near-neutrally buoyant conditions are required for the structures at various stages of construction, installation, or operation.
Seawater Absorption and Compressive Strength of Concrete at Ocean Depths
H. H. Haynes (author) / R. S. Highberg (author) / B. A. Nordby (author)
1976
29 pages
Report
No indication
English
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