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Ground Shock from Penetrating Conventional Weapons
This paper presents results of an analysis of ground shock data from more than one hundred explosion tests conducted in soil over the past 35 years. Burst positions varied from fully buried to contact detonations in soil and for shallow depths into concrete protective overlays. Soil conditions range...
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Main Authors: | , |
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Format: | Report |
Language: | English |
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Online Access: | Request full text |
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Summary: | This paper presents results of an analysis of ground shock data from more than one hundred explosion tests conducted in soil over the past 35 years. Burst positions varied from fully buried to contact detonations in soil and for shallow depths into concrete protective overlays. Soil conditions ranged from loose dry sand to saturated clay. Empirical equations are presented that predict the magnitude and time histories of the expected stresses and ground motions as a function of burst position, soil indices and burster layer thickness.
This article is from 'The Interaction of Non-Nuclear Munitions with Structures: Symposium Proceedings Held at U.S. Air Force Academy, Colorado on May 10-13, 1983. Part 1,' AD-A132 115, p1-6. |
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