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- W2011033022 abstract "The mechanistic design of flexible pavement systems requires the specification of mechanical properties for asphaltic concrete, base course, and soil subgrade. The stiffness of the soil subgrade is represented by the resilient modulus, Mr, which is determined in the laboratory from cyclic triaxial tests and is usually a function of the level of applied stress. For a typical pavement project where numerous soils are encountered, cyclic triaxial testing to determine Mr for each subgrade soil may be too complex and time consuming to be applicable on a production basis. Therefore, alternative methods for the determination or estimation of Mr are appropriate and are in fact suggested in the 1993 AASHTO Guide for Design of Pavement Structures (AASHTO Guide 1993)." @default.
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- W2011033022 date "1996-01-01" @default.
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- W2011033022 title "Alternative Test Method for Resilient Modulus of Fine-Grained Subgrades" @default.
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- W2011033022 doi "https://doi.org/10.1520/gtj10337j" @default.
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