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

Figure L-6. Estimated deviator stress at top of subgrade

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

Pavement Design for Airfields - index
Page Navigation
495

UFC 3-260-02

30 June 2001

Figure L-7.

Determination of subgrade modulus for cohesive soils

L-19

Western Governors University

Privacy Statement
Press Release
Contact

Integrated Publishing, Inc. - A (SDVOSB) Service Disabled Veteran Owned Small Business