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- W596517639 abstract "Numerical procedure employing finite element procedure was used to analyze the geogrid-reinforced asphalt pavement. The analyses were conducted using a general-purpose finite element code (PLAXIS). The analyses were time-independent and limited to monotonic loading conditions. The asphalt material and soils were expressed using triangular elements with elasto-plastic models having associated and non-associated flow rules. The geogrid was modeled using a one-dimensional linear elastic bar element. The finite element procedure was validated by comparing the results of analysis with the results obtained from a series of loading tests. The load-settlement relationships, settlement profile, strains in the geogrid, among other quantities, were compared. There was only minor difference between the results obtained from the associated and non-associated plastic models. The procedure was capable of determining most quantities satisfactorily except the tensile strain distributions in the geogrid layer. It is suggested that the procedure employed by PLAXIS, with an improvement of the geosynthetic model, should be applicable for the analysis and design of full-scale pavement system." @default.
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- W596517639 date "2001-02-01" @default.
- W596517639 modified "2023-09-23" @default.
- W596517639 title "FINITE ELEMENT ANALYSIS OF GEOGRID-REINFORCED ASPHALT PAVEMENT" @default.
- W596517639 hasPublicationYear "2001" @default.
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