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- W657205493 abstract "A non-linear Finite Element Method (FEM) model has been developed to model thin surfaced unbound granular pavements. The FEM model incorporates a non-linear anisotropic material model for the granular material and a non-linear material model for the subgrade. The coefficients for the material models were determined from laboratory repeated load tri-axial tests. A test pavement at the Canterbury Accelerated Pavement Testing Indoor Facility (CAPTIF) was instrumented with an inductive coil soil strain system to measure vertical compressive strains and pressure cells to measure the vertical compressive stresses. The test pavement was subjected to loading by a Falling Weight Deflectometer (FWD) device at four different load levels. The results from this analysis showed the need to use a full non-linear model in order to obtain realistic results when modeling FWD data." @default.
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- W657205493 date "2007-01-01" @default.
- W657205493 modified "2023-09-23" @default.
- W657205493 title "The elastic non-linear finite element analysis of a flexible CAPTIF pavement subjected to varying FWD loads" @default.
- W657205493 hasPublicationYear "2007" @default.
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