Advances in Civil Engineering / 2021 / Article / Fig 4

Research Article

Mechanical Response and Structure Optimization of Nanomodified Asphalt Pavement

Figure 4

Range diagram of working condition II. (a) Bottom layer tensile stress of inorganic binder stabilizing layer. (b) Permanent deformation of asphalt concrete surface layer. (c) Permanent deformation of the lower layer of asphalt concrete layer.

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