. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 10,000 S. 6,000. —.— experimental ^-^ computer input model Figure B-7. Uniaxial compressive stress-strain relationship for concrete. The water-to-cement ratio was and a retardant admixture, E42 Master Builder, was used at ounces ( kg-) per 100 pounds ( kg) of cement. The compressive strength of this mix was 5,520 psi ( MPa) at 7 days taken from three 3x6-inch (76xl52-mm) control cylinders. TEST RESULTS Implosion Test conditions and implo
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. 10,000 S. 6,000. —.— experimental ^-^ computer input model Figure B-7. Uniaxial compressive stress-strain relationship for concrete. The water-to-cement ratio was and a retardant admixture, E42 Master Builder, was used at ounces ( kg-) per 100 pounds ( kg) of cement. The compressive strength of this mix was 5,520 psi ( MPa) at 7 days taken from three 3x6-inch (76xl52-mm) control cylinders. TEST RESULTS Implosion Test conditions and implosion results are presented in Table B-4. The implosion pressure, P. , and nondimensional ratio of implosion '^ ^ mi strength, P. /f, are given along with data on the failure hole size and boundary behavior. A summary of the implosion results is given in Table B-5. 56. 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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