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- W67795958 abstract "Past experience indicates that thickness designs using portland cement concrete best agree with criterion used in the Portland Cement Association's design method for 18-kip EAL of 2 to 3 million or less. For EALs greater than 2 to 3 million, past experience best agrees with criterion developed from the AASHO Road Test. Research herein indicates the two criterion become asymptotic to each other at approximately 2.5 million EAL. For a variation in thickness and elastic moduli in portland cement concrete, dense-graded aggregate, and subgrade elastic modulus, research indicates that a general conic equation (included herein) very closely 18-kip single axleload. The transition from a tensile strain to a work criterion is presented. Decreasing the thickness of dense-graded aggregate base caused a maximum increase of 0.15 inches in the thickness of portland cement concrete. Thus, the design curves are presented for a concrete elastic modulus of 4.2 million psi (Kentucky concrete strength). (Author)" @default.
- W67795958 created "2016-06-24" @default.
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- W67795958 date "1984-02-01" @default.
- W67795958 modified "2023-09-23" @default.
- W67795958 title "THICKNESS DESIGN CURVES FOR PORTLAND CEMENT CONCRETE PAVEMENTS" @default.
- W67795958 doi "https://doi.org/10.13023/ktc.rr.1984.03" @default.
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