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Terminal Movement in Continuously Reinforced Concrete Pavements
The purpose of the study is to provide pavement designers with substantive information about continuously reinforced concrete pavements (CRCP) terminal movement. A mechanistic model, PSCP2, was used to analyze free end movement and to predict the size of terminal movements. Field measurements were conducted at SH225 in Houston, Texas, in order to supplement the CRCP movement field data obtained from a previous research study. A comparison between the collected data and the predictions of the PSCP2 program was performed to verify the reliability of the PSCP2 mechanistic model. A procedure was then developed that estimates the terminal movement of a CRC pavement.
Terminal Movement in Continuously Reinforced Concrete Pavements
The purpose of the study is to provide pavement designers with substantive information about continuously reinforced concrete pavements (CRCP) terminal movement. A mechanistic model, PSCP2, was used to analyze free end movement and to predict the size of terminal movements. Field measurements were conducted at SH225 in Houston, Texas, in order to supplement the CRCP movement field data obtained from a previous research study. A comparison between the collected data and the predictions of the PSCP2 program was performed to verify the reliability of the PSCP2 mechanistic model. A procedure was then developed that estimates the terminal movement of a CRC pavement.
Terminal Movement in Continuously Reinforced Concrete Pavements
W. Y. Wu (Autor:in) / B. F. McCullough (Autor:in)
1992
58 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Reinforced concrete , Thermal expansion , Concrete pavements , Mechanical properties , Highway design , Pavement condition , Pavement tests , Concrete slabs , Temperature effects , Displacement , Texas , Mathematical models , Stochastic processes , Road materials , Aggregates
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