EVALUATING WEAK SUBGRADE FOR PAVEMENT DESIGN …
14 Journal of GeoEngineering, Vol. 3, No. 1, April 2008 subgrade is weak, the resulting pavement structure may not be thick enough to protect weaker subgrade soil from traffic stresses (Bandra and Rowe, 2003; Khazanovich, et al., 2006). In this study, MEPDG software version 1.0 is employed to
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