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ESTIMATING STIFFNESS OF SUBGRADE AND UNBOUND MATERIALS FOR PAVEMENT DESIGN (2008)
This report explores the significance of the resilient modulus property, various methods of determining this property of subsoils and unbound bases, and the application of this parameter in the mechanistic-empirical pavement design guide.
Reference:
NCHRP Synthesis 382, TRB
NCHRP Synthesis 382, TRB
Organization:
University of Texas at Arlington, USA
USA
University of Texas at Arlington, USA
USA
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