The relationship between the SBS modifier types and asphalt components on the effect of modified asphalt properties was discussed in this paper. Higher block ratio, higher molecular weight and star-like structure of SBS can improve modified asphalt high temperature properties. Colloid content decrease leading the processing easier, result stability decline. Our research group invented a chemical titration combined with fluorescence microscopic analysis detection method monitoring SBS modifier dosage. This method applied in highway construction site, the effect is significant.

This article deals with the microstructure and mechanism of action of ultra-high-early strength concrete patching material through the three modern testing means: XRD, DTA and SEM .The results show that a large quantity of Aft and AFM are generated in the initial stage of the reaction in the patching material and hinge with each other to form an initial skeleton, so there is a high early strength in the macro performance. Meanwhile, there exists a significant reduction in the number of Ca (OH) 2 crystals which is detrimental to the structure, and a growing number of CSH gel are generated and uniformly filled in the initial skeleton, resulting in the formation of a dense structure. Furthermore, the addition of mineral admixtures improves the interface structure of the concrete, thus making the late strength of the concrete stable.

In this paper, two base asphalt types representing two oil sources and two modifiers (linear and star-shaped) are processed. This paper discusses the relation between dosage of SBS and the characteristics of SBS modified asphalt. Modified effects related to the structure and molecular weight of SBS. The modification effect of star-shaped modifier is better but the processing performance of linear modifier is better. The index of evaluating the production quality of SBS modified asphalt is proposed and the basis of controlling the construction quality of SBS modified asphalt is provided. Through the analyses of modified asphalt with different variety and different SBS dosage in conventional experiments such as penetration, ductility, softening point and the relation between the dosage of SBS and various technical performances of SBS modified asphalt is obtained. After the modified, penetration is decreased and softening point and ductility is increased, which prolonged the service life of pavement.