TECHNICAL APPROACH

geomallas

Employ an appropriate procedure to simulate installation damage to geosynthetics employees in reinforcement of asphalt layer, which allows the evaluation of the Retained Resistance after installation damage.​

PROCEDURE (INSTALLATION DAMAGE)

  • On each demarcated area, 364 grams of CRR1 asphalt emulsion (400 g/m²) were placed and spread appropriately.
  • After cutting the asphalt emulsion, each of the 130 cm x 70 cm samples were installed on the surface of the previously conditioned and demarcated asphalt layer.
  • The compaction of the samples was carried out using a forklift of 5.22 Ton Approx. with a number of 8 passes over the samples (2 passes for each lane)

Laboratory procedure

The Tensile Properties test (ASTM D6637) was performed on both the control samples and the exposed samples, using 3 test specimens for each sample and testing the same rib axis.​