The Scientific World Journal / 2014 / Article / Tab 4

Research Article

Evaluation of Resilient Modulus of Subgrade and Base Materials in Indiana and Its Implementation in MEPDG

Table 4

-θ Model versus MEPDG Model.

-θ ModelMEPDG Model
Adj Adj

Gravel 5% fine2852.440.581760.97580.974698.1350.72883−0.157410.99340.9923
10% fine2664.440.57780.97720.9754643.13360.72655−0.159210.99540.9946

Crushed stone5% fine2426.560.628270.97370.9717635.30960.80524−0.189420.99550.9947
10% fine1334.4710.765370.96620.9636506.11930.94124−0.188250.98050.9773