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Analysis of dynamic deflexions of soils and pavements
Deflections of soils and roads under sustained vibration conditions were observed; resistance to deformation is expressed in dynamic stiffness; this latter consists of elastic part, which is considered independent of frequency, and part which depends on frequency; magnitude of elastic stiffness, damping and mass discussed, with special attention to linearity of system and to fact that mass effect decreases at relatively high frequencies; under shock type of loading by traffic, mass effects are found to be less important than under conditions of sustained vibrations.
Analysis of dynamic deflexions of soils and pavements
Deflections of soils and roads under sustained vibration conditions were observed; resistance to deformation is expressed in dynamic stiffness; this latter consists of elastic part, which is considered independent of frequency, and part which depends on frequency; magnitude of elastic stiffness, damping and mass discussed, with special attention to linearity of system and to fact that mass effect decreases at relatively high frequencies; under shock type of loading by traffic, mass effects are found to be less important than under conditions of sustained vibrations.
Analysis of dynamic deflexions of soils and pavements
Geotechnique
Heuklom, W. (author)
Geotechnique ; 11
1961
20 pages
Article (Journal)
English
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