Attenuation of Stress Waves in Bi-Linear Materialsby R. Skalak,
Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 3, Pg. 1-12
Document Type: Journal Paper
One-dimensional wave equations are derived and it is demonstrated that, beyond given distance from surface, intensity of peak stress and particle velocity depends only on single parameter; result is of significance in establishing physical characteristics of granular soils which are subjected to nuclear surfact blast pressures.
Subject Headings: Stress waves | Wave attenuation | Soil properties | Granular soils | Particle velocity | Wave velocity | Wave equations | Parameters (statistics) | Surface waves
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