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- W146261805 abstract "Mechanistic pavement design procedures based on elastic layer theory require characterization of pavement materials including subgrade soil. Evaluation of pavement materials is necessary to asses their influence on pavement response and performance under heavy traffic. This paper discusses the subgrade stiffness obtained from a new compaction device called the Intelligent Compaction (IC) roller on highway embankment projects in Kansas. Three test sections on two routes were compacted using a single, smooth steel drum Bomag Variocontrol (BVC) intelligent roller that compacts and at the same time, measures stiffness values of the compacted soil. Traditional compaction control measurements like density testing, in-situ moisture, soil stiffness measurement using Geogage, surface deflection tests using Light Falling Weight Deflectometer (LFWD) and Falling Weight Deflectometer (FWD), and penetration tests using a Dynamic Cone Penetrometer (DCP) were also done. The results show that the IC roller is able to identify the locations of lower stiffness in the spatial direction. IC roller stiffness showed significant sensitivity to the field moisture content and percent compaction obtained in the field. No universal correlation was observed among the IC roller stiffness, Geogage stiffness, backcalculated subgrade soil moduli from the LFWD and FWD deflection data, and the California Bearing Ratio (CBR) obtained from the DCP tests." @default.
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- W146261805 date "2007-01-01" @default.
- W146261805 modified "2023-09-26" @default.
- W146261805 title "Intelligent Compaction Control of Highway Embankment Soil" @default.
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