Durability of Concrete in Seawater

by Povindar K. Mehta, Prof. of Engrg. Sci.; Dept. of Civ. Engrg., Univ. of California, Berkeley, Calif.,
Harvey H. Haynes, (M.ASCE), Research Struct. Engr.; Ocean Structures Div., Civ. Engrg. Lab., Naval Construction Battalion Center, Port Hueneme, Calif.,

Serial Information: Journal of the Structural Division, 1975, Vol. 101, Issue 8, Pg. 1679-1686

Document Type: Journal Paper

Discussion: Bromham Barry (See full record)

Abstract: Concrete submerged for 67-yr in seawater has shown that low permeability concrete is highly durable to sulfate attack; however, more permeable concrete is susceptible to sulfate attack. Large concrete blocks were retrieved off the Los Angeles Harbor breakwater. Concrete blocks of size 69 in. x 69 in. x 42 in. which were retrieved were part of a test program initiated by the Corps of Engineers in 1905. Cores were tested for compressive strength and material deterioration to determine if the concrete was attacked by seawater. Results from other reports of sulfate attack on concrete are summarized. It is concluded that for long-time durability of concrete exposed to seawater, a reduced permeability and reduced alkalinity of concrete appear to be as important as low 3 Ca.Al2O3 content of cement.

Subject Headings: Sea water | Material durability | Concrete | Concrete blocks | Permeability (material) | Sulfates | Compressive strength | North America | California | Los Angeles | United States

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