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UFGS CRITERIA - index
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> Figure 19-1. Diagram for design of airfield rigid pavementsby layered elastic theory
Table 19-10. Computation of the Cumulative Damage for the 14-inch Overlay - concluded
Figure 19-2. Correlation between resilient modulus of elasticity and static modulus of soil reaction
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UFC
3-260-02
30
June
2001
19-22