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- W638718058 abstract "A computational procedure involving a Thermal Stress Analysis Routine has been adopted to determine the SHRP low temperature binder grade. A sensitivity analysis is presented which considers various inputs to the procedure. The procedure uses Bending Beam Rheometer (BBR) and Direct Tension Tester (DTT) test results in order to determine a critical temperature that corresponds to the temperature at which thermal cracking would be induced within a pavement. A critical cracking temperature (Tcrit) can be derived from the raw data produced by the above tests by assuming a reference temperature, Tref (which must be between the max and min temperatures used for the BBR testing), and by developing a master curve by using the following methods: a) Christensen-Anderson (CA) model; b) Christensen-Anderson-Marasteanu (CAM) model; and c) Christensen-Anderson-Sharrock (CAS) model. The parameters under investigation in this paper are as follows: (1) The value of Tref used during calculation of master curves; and (2) The number of available BBR results that can be used to plot the master curve. The results indicate that the largest degree of error is found when using the CA method of analysis. Furthermore, the data suggest that little or no difference exist between the amount of error generated when using the CAM or CAS methods of data analysis. For the covering abstract see ITRD E107185." @default.
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- W638718058 date "2000-01-01" @default.
- W638718058 modified "2023-09-27" @default.
- W638718058 title "THE EFFECT OF DESIGN PARAMETERS ON THE COMPUTATION OF THERMAL STRESS AND CRITICAL CRACKING TEMPERATURE" @default.
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