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- W10078271 abstract "The FWD is widely used to evaluate elastic moduli of pavement layers by means of back-analysis, while it is still difficult to analyze deflection basins on unbound layers: the load-deformation characteristics of unbound materials depart father from the basic assumptions of the elastic theory; basin deflections measured on unbound layers away from the centre of the plate decrease faster than Boussinesq would predict, indicating a low shear transfer capability of the material. In order to evaluate the reliability of FWD tests performed on granular base and sub-base courses, FWD measurements have been performed in various test conditions; moreover the influence on the results of both the test conditions and the dynamic behavior of soil has been analyzed. For this purpose, static plate load tests have been performed on the same points of the FWD measurements and attempts have been made in order to find relationships between moduli calculated by means of the two test procedures. The found relationships allow the drawing of useful considerations." @default.
- W10078271 created "2016-06-24" @default.
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- W10078271 date "2003-01-01" @default.
- W10078271 modified "2023-09-23" @default.
- W10078271 title "PERFORMANCE TESTS ON GRANULAR BASE AND SUBBASE COURSES" @default.
- W10078271 hasPublicationYear "2003" @default.
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