Research Article
Jan 1962
Impact Waves in Sand: A Symposium: Implications of an Elementary Theory
Publication: Transactions of the American Society of Civil Engineers
Volume 127, Issue 1
Abstract
Some implications of an elastic-plastic theory for the propagation of unidimensional compression waves in dry Ottawas and are examined. The theory, which contains an explicit strain-rate effect, has previously been found to give good agreement with experiment. Results from it are compared with elastic and plastic theories of wave propagation in soils. Problems associated with the use and experimental determination of “dynamic” stress-strain curves are considered. Laws of similitude required by the present theory are examined. Tentative design data on the response of impact pressure gages are developed.
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© 1962 American Society of Civil Engineers.
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Published in print: Jan 1962
Published online: Feb 10, 2021
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Blaine R. Parkin
AiResearch Mfg. Co., Los Angeles, Calif., formerly, Physics Dept., the RAND Corp., Santa Monica, Calif.
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