Question: ( 1 ) As the chief transportation soils engineer you are asked to characterize the subgrade soil as fill material for constructing a new rigid

(1) As the chief transportation soils engineer you are asked to characterize the subgrade soil as fill material for constructing a new rigid pavement runway at the Chicago O'Hare Airport. Typical loaddeformation curves are given as obtained from a standard size plate-loading test conducted on this silty subgrade. Laboratory testing efforts indicated this soil to have a resilient modulus of 9,000 psi. Compute the modulus of subgrade reaction, k-value, according to the definitions used by (a) Corps of Engineers, (b) AASHTO, and (c) Portland Cement Association. What k-value would you recommend for the runway design? Plate Load Tests - Chicago O'Hare Airport

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