. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 270" t = in. &». t = in. 90° Figure B-6. Variation in wall thickness and mean radius at different locations on circumference at ^ = (50 inches from bottom). Values are average of several specimens. 53. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Haynes, H. H; Na
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 270" t = in. &». t = in. 90° Figure B-6. Variation in wall thickness and mean radius at different locations on circumference at ^ = (50 inches from bottom). Values are average of several specimens. 53. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Haynes, H. H; Naval Construction Battalion Center (Port Hueneme, Calif. ). Civil Engineering Laboratory. Port Hueneme, Calif. : Naval Construction Battalion Center
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