A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Mathematical Models to Predict Pavement Response
The fundamental concepts of linear elasticity and linear viscoelasticity are discussed. A linear viscoelastic three-layer system computer program and a pseudo non-linear elastic five-layer system program are described as they are related to the Federal Highway Administration's pavements staff research program. Supporting computer programs are also described and methods of utilizing all programs to predict the primary responses of flexible pavements are presented. In addition, the linear superposition principle is applied to measured pavement responses in order to assess the linearity of the system.
Mathematical Models to Predict Pavement Response
The fundamental concepts of linear elasticity and linear viscoelasticity are discussed. A linear viscoelastic three-layer system computer program and a pseudo non-linear elastic five-layer system program are described as they are related to the Federal Highway Administration's pavements staff research program. Supporting computer programs are also described and methods of utilizing all programs to predict the primary responses of flexible pavements are presented. In addition, the linear superposition principle is applied to measured pavement responses in order to assess the linearity of the system.
Mathematical Models to Predict Pavement Response
W. J. Kenis (author)
1972
49 pages
Report
No indication
English
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