A Mechanistic–Empirical Model for Top–Down Cracking of Asphalt Pavements Layers (2018) / Chapter Skim
Currently Skimming:
Pages 169-174
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 169... ...
H-1 APPENDIX H CHARACTERIZATION OF THE TOP-DOWN CRACKING AMOUNT AND SEVERITY The objective of this appendix is to provide details regarding the calibration of the topdown cracking amount and severity with observed crack data in the field.
|
From page 170... ...
H-2 (b) Figure H-1.
|
From page 172... ...
H-4 (b) Figure H-4.
|
From page 174... ...
H-6 6-1253 CA DNF 2711 6931.024 1.050461 6-0502 CA DNF 1095 3102.621 1.3 35-0101 NM DNF 730 4563.722638 0.765009 35-0102 NM DNF 185 2162.86 0.712634 4-1016 AZ DNF 402 1226.936 1.184429 35-0112 NM DNF 329 3342.426 0.945329 4-0113 AZ DNF 109 2258.707 1.01565 4-0115 AZ DNF 803 2341.309 1.040928 4-0117 AZ DNF 1095 2614.476 1.234299 4-1034 AZ DNF 2555 6425.812 1.097589 35-0105 NM DNF 365 3758.456 0.860986 35-0107 NM DNF 418 4424.569 0.907809 The Paris' law and the ANN models for different traffic levels developed previously are utilized to predict the number of days to reach the critical crack depth for each specific pavement section with the load spectra submodel. This is achieved with the computer program developed in the C# language.
|
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.