Mechanical Response and Structure Optimization of Nanomodified Asphalt Pavement

Figure 2

Range diagram of working condition I. (a) Tensile stress at the bottom of inorganic binder base course. (b) Tensile stress of inorganic binder subbase. (c) Permanent deformation of asphalt concrete surface layer. (d) Permanent deformation of the lower layer of asphalt concrete layer.

(a)

(b)

(c)

(d)