Numerical Analysis of the Mechanical Responses and Transition Section Design of Pavement Structures in the Entrance and Exit Sections of Highway Tunnel

Table 2

Explaination of acronyms in Figures 8 and 9.

SMA-13	Stone mastic asphalt, its nominal maximum aggregate size is 13.2 mm.
AC-16C	Asphalt concrete, its nominal maximum aggregate size is 16 mm. C means course and its void ratio is 4%∼10%.
AC-20C	Asphalt concrete, its nominal maximum aggregate size is 19.2 mm. C means course and its void ratio is 4%∼10%.
AC-25C	Asphalt concrete, its nominal maximum aggregate size is 26.5 mm. C means course and its void ratio is 4%∼10%.
AK-13	Asphalt antisliding surface, its nominal maximum aggregate size is 13.2 mm.
C15	Concrete, its standard value of cube compressive strength is 15 MPa.
C30	Concrete, its standard value of cube compressive strength is 30 MPa.