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- W2192017478 abstract "This paper presents a study of curling and warping in jointed Portland Cement Concrete (PCC) pavements based on the temperature and moisture conditions at the time of paving and immediately following construction. Field data collected from fully instrumented sections at two locations, Phoenix, Arizona and Mankato, Minnesota, were used. These sections were paved at nighttime and daytime respectively. Temperature data were collected through slab thickness at different times of the day and profile measurements were recorded along the longitudinal and transverse edges as well as the diagonal of the slab. As the data at Mankato were collected for three days immediately following construction and later at the end of 15 days, 40 days, and two years, this section provided suitable data for the study of early age and the long term behavior of PCC slabs. On the other hand, the test sections in Arizona, with data collected at 3 days and 40 days provided a comparison of the effects of slab length and restraint conditions on the curling and warping of PCC slabs. Material properties determined from lab tests were used in modeling by the finite element method (FEM) program. The paper concludes, that in addition to actual temperature gradients, the effects of not only built-in curl but also shrinkage and creep have to be considered in pavement analysis and design." @default.
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- W2192017478 date "2001-01-01" @default.
- W2192017478 modified "2023-09-26" @default.
- W2192017478 title "EFFECTS OF TEMPERATURE AND MOISTURE ON THE RESPONSE OF JOINTED CONCRETE PAVEMENTS" @default.
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