A Mechanistic–Empirical Model for Top–Down Cracking of Asphalt Pavements Layers (2018) / Chapter Skim
Currently Skimming:
Pages 175-179
The Chapter Skim interface presents what we've algorithmically identified as the most significant single chunk of text within every page in the chapter.
Select key terms on the right to highlight them within pages of the chapter.
From page 175... ...
I-1 APPENDIX I PREDICTION OF TOP-DOWN CRACK INITIATION TIME AND DETERMINATION OF CALIBRATION COEFFICIENTS FOR DIFFERENT CLIMATE ZONES In order to account for the effect of four different climatic zones, four regression equations are developed to predict the top-down crack initiation time t0 using the observed t0 and material properties of the asphalt layer, energy parameter and traffic load.
|
From page 176... ...
I-2 (b) Prediction of t0 in WF Zone (c)
|
From page 177... ...
I-3 (d) Prediction of t0 in DF Zone Figure I-1.
|
From page 178... ...
I-4 Table I-2. Summary of Modeling Coefficients for ρ and β in Different Climate Zones Climatic Zone 1 2 1 2 Wet 631.
|
From page 179... ...
I-5 (c) β in all zones Figure I-2.
|
Key Terms
This material may be derived from roughly machine-read images, and so is provided only to facilitate research.
More
information on Chapter Skim is available.