Research of Test of Shear Resistance of Modified Emulsified Asphalt by Waterborne Epoxy Resin

Abstract

In view of diseases like slippage and surge of pavement structure that result from being lack of interlayer cohesive force performance of asphalt pavement, interlayer shear stress of five kinds of typical pavement structure was calculated by means of finite element software Ansys; the shear fatigue performance and shear strength performance of epoxy emulsified asphalt were tested on the basis of calculation of interlayer maximum shear stress and shear strength. Results indicate that the shear strength increases with the increase of normal stress by approximate linearly trend; the optimum epoxy emulsified asphalt distributing amount is 0.8kg/m2 under the high temperature of 60℃; the shear strength decreases with the increase of temperature, while the distributing amount and normal stress are the same, in fact, it is mainly caused by the decrease of cohesive force; the maximum interlayer shear stress under the loads of 100kN and 200kN are less than allowable shear stress and shear strength, shear fatigue damage and ultimate shear failure under the condition of high temperature and heavy load will not be generated on the asphalt surface course.