To further promote the research and application of resin type waterproof adhesive layer materials, the types, relevant specifications, and research trends of resin type waterproof adhesive layer in China are comprehensively investigated. The performance evaluation indicators, performance requirement, and requirements in different specifications are systematically analyzed, and the key performance evaluation indicators are recommended. The basic properties of common resin type waterproof adhesive layer materials are studied, and the bonding properties of different resin waterproof adhesive layers were compared and evaluated. The results showed that pull-out strength, shear strength, tensile strength, elongation at break, low temperature flexibility, and impermeability are the key performance evaluation indicators of resin waterproof adhesive layer. The tensile property, corrosion resistance, and water impermeability of resin type waterproof adhesive layer material are good, the flexibility of epoxy resin type waterproof adhesive layer material is poor, and the flexibility of methyl methacrylate (MMA) waterproof adhesive layer material is good. The bonding performance of the epoxy resin waterproof adhesive layer is better than that of the MMA. As the temperature rises, the bonding performance of the two waterproof adhesive layers is significantly reduced. At 60°C, the average pull-out strengths of the epoxy resin and MMA waterproof adhesive layer were 1.83 MPa and 1.47 MPa, respectively.
The purpose is to enhance the recycling utilization rate of old base material and make the cement-stabilized recycled aggregate (RCA) maintain good toughness and crack resistance; rubber particles and basalt fiber admixtures were added to the recycled aggregate. The effects of two different dosages of admixtures on the mechanical properties of the mixture were analyzed; the durability of cement-stabilized base was evaluated; the influence of basalt fiber and rubber particles on the road performance of cement-stabilized recycled aggregate was studied; and scanning electron microscopy was used to analyze the cement-stabilized recycled aggregate mixed with two kinds of admixture. The results show that the increase of basalt fiber dosage improves the mechanical properties of the mixture. The dry shrinkage strain of the mixture decreases, and the frost resistance coefficient increases, indicating that the increase of rubber particles improves the durability of the mixture. When the rubber particles dosage is 0.5%, the basalt fiber dosage is 0.1%, and the recycled aggregate dosage is 50%, the comprehensive rode performance of the mixture is the best. Rubber particles can effectively improve the frost resistance and dry shrinkage of the mixture through its own deformation and shrinkage without damage and slow down the tensile stress caused by dry shrinkage and the compressive stress caused by frost heave. The easy bonding effect of basalt fiber and its pullout effect in the mixture increase the compressive strength and dry shrinkage resistance of the mixture.
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