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Method of characteristics is applied to study of shockwave propagation in ground; soil behavior is characterized by 1-dimensional pressure-deformation relation which is expressed analytically by using small number of parameters representing basic soil properties; completely automatic computer program has been developed that allows pressure, displacements, and particle velocities to be determined as functions of time and position; results of series of numerical computation are presented that show influence of basic soil properties.
Method of characteristics is applied to study of shockwave propagation in ground; soil behavior is characterized by 1-dimensional pressure-deformation relation which is expressed analytically by using small number of parameters representing basic soil properties; completely automatic computer program has been developed that allows pressure, displacements, and particle velocities to be determined as functions of time and position; results of series of numerical computation are presented that show influence of basic soil properties.
Propagation of shock waves in ground
ASCE -- Proc (J Structural Div)
Ginsburg, T. (author)
1964
39 pages
Article (Journal)
English
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