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From page 1... ... ii 4.3.1 Summary of Top-down Cracking Performance Model Data ...............................113 4.3.2 Model Calibration .................................................................................................123 4.3.3 Validation of Model .............................................................................................127 4.3.4 Final Model Predictions .......................................................................................132 4.4 Summary of Findings .....................................................................................................137 5. Conclusions and Recommendations for Future Research .......................................................141 5.1 Conclusions .....................................................................................................................141 5.2 Recommendations for Future Research ..........................................................................142 References ....................................................................................................................................146 Appendix A: Development of the VECD-Based Model .............................................................. Read the entire page →
From page 2... ... iii ACKNOWLEDGMENTS The research reported herein was performed under NCHRP Project 1-42A by the Department of Civil and Coastal Engineering at the University of Florida (UF) , and the Department of Civil, Construction, and Environmental Engineering at the North Carolina State University (NCSU) Read the entire page →

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... ii 4.3.1 Summary of Top-down Cracking Performance Model Data ...............................113 4.3.2 Model Calibration .................................................................................................123 4.3.3 Validation of Model .............................................................................................127 4.3.4 Final Model Predictions .......................................................................................132 4.4 Summary of Findings .....................................................................................................137 5. Conclusions and Recommendations for Future Research .......................................................141 5.1 Conclusions .....................................................................................................................141 5.2 Recommendations for Future Research ..........................................................................142 References ....................................................................................................................................146 Appendix A: Development of the VECD-Based Model ..............................................................

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From page 2...

... iii ACKNOWLEDGMENTS The research reported herein was performed under NCHRP Project 1-42A by the Department of Civil and Coastal Engineering at the University of Florida (UF) , and the Department of Civil, Construction, and Environmental Engineering at the North Carolina State University (NCSU)

Read the entire page →

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