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Operation PLUMBBOB Nevada Test Site, May-October 1957. Project 30.2. Response of Dual-Purpose Reinforced-Concrete Mass Shelter

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Release : 1962
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Book Synopsis Operation PLUMBBOB Nevada Test Site, May-October 1957. Project 30.2. Response of Dual-Purpose Reinforced-Concrete Mass Shelter by : E. Cohen

Download or read book Operation PLUMBBOB Nevada Test Site, May-October 1957. Project 30.2. Response of Dual-Purpose Reinforced-Concrete Mass Shelter written by E. Cohen. This book was released on 1962. Available in PDF, EPUB and Kindle. Book excerpt: Project 30.2 was conducted to test a reinforced-concrete dual-purpose underground parking garage and personnel shelter designed for a long-duration incident pressure of 40 psi. The shelter was exposed to shot Priscilla, an approximately 37-kt 700-ft balloon burst (June 24, 1957), at a ground range of 1600 ft (predicted 35-psi peak incident-pressure level). The recorded peak incident pressure at the shelter was approximately 39 psi. Postshot soil boring were made to obtain undisturbed samples for determining soil characteristics. Preshot and postshot field surveys were made to determine the total lateral and vertical displacement of the structure. Blast instrumentation consited of Wiancko pressure gauges, Carlson earth-pressure gauges, dynamic-pressure gauges, and a self-recording pressure gauge. Structural response was recorded by Ballistic Research Laboratories deflection gauges. Radiation measurements were taken using film dosimeters, gamma-radiation chemical dosimeters, and one gamma-rate telemetering unit. (Author).

Response of Dual-purpose Reinforced-concrete Mass Shelter

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Release : 1957
Genre : Nuclear bomb shelters
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Book Synopsis Response of Dual-purpose Reinforced-concrete Mass Shelter by : E. Cohen

Download or read book Response of Dual-purpose Reinforced-concrete Mass Shelter written by E. Cohen. This book was released on 1957. Available in PDF, EPUB and Kindle. Book excerpt: A reinforced-concrete dual-purpose underground parking garage and personnel sheiter designed for a long-duration incident pressure of 40 psi was tested. The sheiter was exposed to shot Priscilla, an approximately 37-kt 700-ft balloon burst (June 24, 1957), at a ground range of 1600 ft (predicted 35-psi peak incident-pressure level). The recorded peak incident pressure at the shelter was approximately 39 psi. Postshot soil borings were made to obtain undisturbed samples for determining soil characteristics. Preshot and postshot field surveys were made to determine the total lateral and vertical displacement of the structure. The test structure provided adequate protection from the effects of the test device at the test GZ distance. Despite failure of the door sealing gasket, a rise in pressure in the interior did not exceed 1.0 psi. The flat-slab roof and supporting structure were more than adequate to resist the 39psi peak incident test loading. (P.C.H.).

Operation PLUMBBOB. Nevada Test Site. May-October 1957, Project 30.5a. Dome-Structure Response Instrumentation

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Release : 1957
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Book Synopsis Operation PLUMBBOB. Nevada Test Site. May-October 1957, Project 30.5a. Dome-Structure Response Instrumentation by : G. H. Brittain

Download or read book Operation PLUMBBOB. Nevada Test Site. May-October 1957, Project 30.5a. Dome-Structure Response Instrumentation written by G. H. Brittain. This book was released on 1957. Available in PDF, EPUB and Kindle. Book excerpt:

Operation Plumbbob, Nevada Test Site, May -- October 1957

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Release : 1962
Genre : Building, Bombproof
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Book Synopsis Operation Plumbbob, Nevada Test Site, May -- October 1957 by : R. B. Vaile (Jr.)

Download or read book Operation Plumbbob, Nevada Test Site, May -- October 1957 written by R. B. Vaile (Jr.). This book was released on 1962. Available in PDF, EPUB and Kindle. Book excerpt: The effectiveness of frangible backfill (glass bottles) in protecting underground structures from the violent motions produced by nearby explosions was investigated. Two test structures and one comparison structure were used. Each test structure was a reinforced concrete pipe enclosing a steel cylinder separated from the pipe by rubber O-rings, with glass bottles placed around the sides and bottom of the pipe. The comparison structure was a concrete pipe with solid concrete bottom. All three structures were buried with their axes vertical, and their tops approximately 2 feet below ground level. A concrete slab 1 ft thick was set above each, flush with the ground surface. One test structure and the comparison structure were 750 feet from ground zero (229-psi peak verpressure). The remaining test structure was 1,050 feet from ground zero (104-psi peak overpressure). The peak accelerations of these structures, produced by shear forces exerted against their sides, were reduced by the frangible backfill to 26% or less of those that structures in intimate contact with the soil would have experienced. Four years after the shot the structures were excavated. All the bottles around the sides of the test structure at 229 psi were completely crushed; only a fourth of the bottles at the 104 psi were broken, most of these on the upper half of the structure.

Operation PLUMBBOB, Nevada Test Site, May-October 1957. Project 39.3. Thermal Radiation Measurements. Parts I and II.

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Release : 1958
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Book Synopsis Operation PLUMBBOB, Nevada Test Site, May-October 1957. Project 39.3. Thermal Radiation Measurements. Parts I and II. by : A. L. Greig

Download or read book Operation PLUMBBOB, Nevada Test Site, May-October 1957. Project 39.3. Thermal Radiation Measurements. Parts I and II. written by A. L. Greig. This book was released on 1958. Available in PDF, EPUB and Kindle. Book excerpt: The objective of Part I of Project 39.3 was to measure transient air temperatures at selected locations in the blast-biology underground shelter in Area 1 for shot Galileo, Operation Plumbbob. The objective of Part II of Project 39.3 was to evaluate thermal burns from a nuclear explosion on biological receivers in a shelter. Eight Chester White pigs were used as test animals. One pig in the entrance and one about 3 ft inside the door received severe burns. These burns were carbonized on the surface and caused transepidermal damage with up to 0.3 mm penetration into the dermis. Animals away from the entrance and those in the slow fill side received no burns. The possible sources of this damaging thermal energy are discussed.

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