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- W633522491 abstract "The results reported in this paper were obtained from a comparative statistical analysis of properties of failed locations with good locations within test sections showing poor performance. The analysis was based on data obtained from 15 test sections showing significant distress as indicated by a breakup or a patch. Test locations in good condition had subbases with higher stability as evaluated by a static penetrometer test. Pavement failures were observed to be correlated with relatively low bulk density and modulus of elasticity of concrete. No significant difference in splitting tensile strength of concrete was indicated between good and failed locations. Relative to uniformity of concrete properties above and below the steel reinforcement, no significant difference was shown in the analysis. Higher pavement deflections, wider crack widths and non-uniform crack patterns were associated with failed pavement condition." @default.
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- W633522491 date "1975-01-01" @default.
- W633522491 modified "2023-09-23" @default.
- W633522491 title "EVALUATION OF PARAMETERS SIGNIFICANTLY INFLUENCING THE PERFORMANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS" @default.
- W633522491 doi "https://doi.org/10.14359/17811" @default.
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