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From page 164... ... C-1 Appendix C Evaluation and Screening of Unbound Layer and Subgrade Models A suitable unbound layer/subgrade model to enhance Pavement Mechanistic-Empirical (ME) Read the entire page →
From page 165... ... C-2  High level.  Medium level. Read the entire page →
From page 166... ... C-3 Table C.1. Scoring Results of Modulus Models of Unbound Layers and Subgrade. Read the entire page →
From page 167... ... C-4    2 4 1R d s a wM k k k k u u     Moisture-sensitive and Stress-dependent Model (60) 2 3 1 4 1 3 k koct R I kM k Pa Pa Pa             2 3 3 1 2 2 13 Moisture-sensitive and Stress-dependent Model (61) Read the entire page →
From page 168... ... C-5 Stress-dependent and Cross-anisotropic Model (65) 2 3 5 6 8 9 1 4 7 ; k k k k V Hoct oct R a R a a a a a k k oct VH a a a M k P M k P P P P P G k P P P                                             3 3 1 1 2 2 12 Moisture-sensitive, Stress-dependent, and Cross-anisotropic Model (66) Read the entire page →
From page 169... ... C-6 Table C.2. Scoring Results of Permanent Deformation Models of Unbound Layers and Subgrade. Read the entire page →
From page 170... ... C-7 Regression Models for Pavement ME Design Model Coefficients (72) 60 6 4 2 3 2 6 log 0.80978 0.06626 0.003077 10 log 0.9190 0.03105 0.001806 1.5 10 log 1.78667 1.45062 3.784 10 2.074 10 1.05 10 c r r c r c c r W E W E W W E                                          3 3 3 2 3 1 15 Regression Models for Pavement ME Design Model Coefficients (68) Read the entire page →
From page 171... ... C-8 Table C.3. Scoring Results of Shear Strength Models of Unbound Layers and Subgrade. Read the entire page →
From page 172... ... C-9 Table C.4. Scoring Results of Erosion Models of Unbound Layers. Read the entire page →
From page 173... ... C-10 Table C.5 Scoring Results of Foundation Models of Subgrade Model Evaluation Criteria Total Score OC DA ED M H A T No-shear Model (90) Read the entire page →

From page 164...

... C-1 Appendix C Evaluation and Screening of Unbound Layer and Subgrade Models A suitable unbound layer/subgrade model to enhance Pavement Mechanistic-Empirical (ME)

Read the entire page →

From page 165...

... C-2  High level.  Medium level.

Read the entire page →

From page 166...

... C-3 Table C.1. Scoring Results of Modulus Models of Unbound Layers and Subgrade.

Read the entire page →

From page 167...

... C-4    2 4 1R d s a wM k k k k u u     Moisture-sensitive and Stress-dependent Model (60) 2 3 1 4 1 3 k koct R I kM k Pa Pa Pa             2 3 3 1 2 2 13 Moisture-sensitive and Stress-dependent Model (61)

Read the entire page →

From page 168...

... C-5 Stress-dependent and Cross-anisotropic Model (65) 2 3 5 6 8 9 1 4 7 ; k k k k V Hoct oct R a R a a a a a k k oct VH a a a M k P M k P P P P P G k P P P                                             3 3 1 1 2 2 12 Moisture-sensitive, Stress-dependent, and Cross-anisotropic Model (66)

Read the entire page →

From page 169...

... C-6 Table C.2. Scoring Results of Permanent Deformation Models of Unbound Layers and Subgrade.

Read the entire page →

From page 170...

... C-7 Regression Models for Pavement ME Design Model Coefficients (72) 60 6 4 2 3 2 6 log 0.80978 0.06626 0.003077 10 log 0.9190 0.03105 0.001806 1.5 10 log 1.78667 1.45062 3.784 10 2.074 10 1.05 10 c r r c r c c r W E W E W W E                                          3 3 3 2 3 1 15 Regression Models for Pavement ME Design Model Coefficients (68)

Read the entire page →

From page 171...

... C-8 Table C.3. Scoring Results of Shear Strength Models of Unbound Layers and Subgrade.

Read the entire page →

From page 172...

... C-9 Table C.4. Scoring Results of Erosion Models of Unbound Layers.

Read the entire page →

From page 173...

... C-10 Table C.5 Scoring Results of Foundation Models of Subgrade Model Evaluation Criteria Total Score OC DA ED M H A T No-shear Model (90)

Read the entire page →

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