Skip to main content

Table 2 Physichemical properties of the SBS modifier used for asphalt modification

From: Micro-morphologies of SBS modifier at mortar transition zone in asphalt mixture with thin sections and fluorescence analysis

SBS types YH-792
S/B ratio 20/80
Volatile content  ≤ 0.7%
Ash content  ≤ 0.2%
Tensile strength 24 MPa
Elongation ratio  ≥ 730%
Failure strain  ≤ 55%
Configuration Linear
Number average molecular weight \(1.0\times\)105