Figure L-8. Relationship for estimating 2 due to overburden

Figure L-7. Determination of subgrade modulus for cohesive soils

Figure L-9. Estimated at Top of Subgrade

Pavement Design for Airfields - index
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UFC 3-260-02

30 June 2001

Figure L-8.

Relationship for estimating 2 due to

L-20

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