A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Some implications of viscoelastic subgrade behavior
Two-dimensional viscoelastic displacement equations for Voigt solid are approached on numerical basis to examine effect of viscosity on load-settlement-time relation in ideal soil; curves indicating viscosity effect on surface settlement and displacement within soil mass as function of time for applied surface load are presented; generality of method for approaching mixed boundary conditions is demonstrated by determination of heave in bottom of excavation due to applied surface load.
Some implications of viscoelastic subgrade behavior
Two-dimensional viscoelastic displacement equations for Voigt solid are approached on numerical basis to examine effect of viscosity on load-settlement-time relation in ideal soil; curves indicating viscosity effect on surface settlement and displacement within soil mass as function of time for applied surface load are presented; generality of method for approaching mixed boundary conditions is demonstrated by determination of heave in bottom of excavation due to applied surface load.
Some implications of viscoelastic subgrade behavior
Nat Research Council -- Highway Research Board -- Research Rec
Schimming, B.B. (author) / Valera, J. (author)
1966
11 pages
Article (Journal)
English
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