Figure 31. Amount of damage during spring thaw at Outagamie County Airport

Table 10. Ratio of maximum horizontal tensile stress to flexural strength during spring thaw

Figure 33. Effect of the coefficient of subgrade reaction, k, on the horizontal tensile stress at the bottom of the PCC layer

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Outagamie County Airport

Figure 31. Amount of damage during spring thaw at Outagamie

County Airport.

y = 41732x 0.5493

Subgrade Modulus (MPa)

a. Boeing 757.

y = 41732x 0.5493

Subgrade Modulus ( MPa )

Figure 32. Effect of subgrade modulus on the horizontal tensile

stress at the bottom of the PCC layer (OCA and CWA).

Western Governors University

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