effect of bituminous impregnation on nonwoven geotextiles tensile and permeability properties

geosynthetics interlayer systems are effective techniques to control reflective cracking in damaged pavements. it comprises the inclusion of nonwoven geotextiles between the damaged layer and the new overlay of the pavement to reduce the propagation of cracks and to extend pavement life. however, the success of this technique depends directly on the understanding of the geotextile's behavior when impregnated with asphalt. this paper evaluates different nonwoven geotextiles frequently used in anti-reflective cracking systems, focusing on initial stiffness gain and permeability reduction after asphalt impregnation. fresh and impregnated samples of polyester and polypropylene nonwoven geotextiles were tested. cationic rapid setting emulsified asphalt was used as asphalt binder. wide-width tensile tests were carried out based on the specification of abnt – nbr 12824 (1993). water vapor transmission tests were conducted according to astm e 96m (2005). results of tensile tests on impregnated geotextiles showed a significant increase on tensile strength values, probably due to the inter contact of the fibers. results also showed high increase in strength values at strain levels less than 0.05% and decrease on stiffness gains with increase of strains. water vapor transmission tests demonstrated that cationic asphalt emulsion applied on nonwoven geotextiles allows a drastic reduction in permeability values to turn nonwoven geotextiles into a low permeability barrier.