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- W848870126 abstract "A review is made of the basic characteristics of shock induced stress wave propagation theories and previous research. Attention is primarily devoted to the situations where the slope of the stress-strain curves of the soil decreases with increasing stress or strain, i.e., negative curvature. The effect of elastic, viscoelastic, plastic, locking and general nonlinear, inelastic behavior is discussed. The phenomena are further illustrated by wave propagation experiments in long, horizontal bars of dry sand confined under constant lateral pressure with one end subjected to dynamic loading from an air shock tube. The observed results are compared with theoretical predictions. It is shown that the major features of the observed stress waves can be explained on the basis of the characteristic nonlinear, inelastic stress-strain behavior of the sand without the inclusion of time dependent effects." @default.
- W848870126 created "2016-06-24" @default.
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- W848870126 date "1964-09-01" @default.
- W848870126 modified "2023-09-27" @default.
- W848870126 title "CHARACTERISTICS OF STRESS WAVE PROPAGATION IN SOIL" @default.
- W848870126 hasPublicationYear "1964" @default.
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