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Retarding premature reflective cracking in bituminous pavement using geosynthetics

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Figure

Fig 1. Needle-Punched Polyester
Fig 2. Aggregate gradation for Bituminous Concrete Mix Grade 2.
Table 5:  Indirect Tensile Strength test ITS dry KN/m2 ITS wet KN/m
Fig 4. Stiffness Modulus Test Setup
+5

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