. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. The empirical expression has the rational basis of being derived from the parabolic relationship for tangent modulus as follows: 2 f , where E = tangent modulus £ = ultimate strain (experimental average was ) and the fitted condition of a = f when E. = E^. c it ACI E: = 1 â 'â¢^ c 0 6xl2-in. control cylinder 7,000 8,000 Compressive Strength, f^ (psi) 9,000 Figure 4. Relationship between E: and f'. 11. Please note that these images are
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. The empirical expression has the rational basis of being derived from the parabolic relationship for tangent modulus as follows: 2 f , where E = tangent modulus £ = ultimate strain (experimental average was ) and the fitted condition of a = f when E. = E^. c it ACI E: = 1 â 'â¢^ c 0 6xl2-in. control cylinder 7,000 8,000 Compressive Strength, f^ (psi) 9,000 Figure 4. Relationship between E: and f'. 11. 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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