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Now showing items 11-14 of 14
Resilient moduli of raw and stabilized aggregate bases and evaluation of layer coefficients for AASHTO flexible pavement design volume I (FHWA-OK-98-05) 2199
(1998-8)
A comprehensive study involving laboratory testing of resilient moduli (MR) of aggregate materials, determination of layer coefficients, and their application in AASHTO flexible pavement design was conducted. Three coarse ...
Strength characteristics of the stabilized boggy shale (79-09-2)
(1979-11)
In cooperation with the Oklahoma Department of Transportation and the
Federal Highway Administration, U.S. Department of Transportation, a research
project entitled "Field Application of the Stabilization of Oklahoma ...
Predictability of physical changes of clay-forming materials in Oklahoma
(1972-8)
In cooperation with the Oklahoma Department of Highways and the Federal Highway Administration, Department of Transportation, a research project was undertaken on October 8, 1968 by the Oklahoma University Research Institute, ...
Assessment of resilient modulus testing methods and their application to design of pavements (FHWA-OK-91-08)
(1991-6)
Resilient modulus (RM) is an important property of subgrade soils that accounts for repetitive loads due to vehicular traffic. Since AASHTO recommended its use in pavement design in 1986, various transportation agencies ...