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

<div>Maximum tensile stress at the bottom of the base course under the application of different overloading. (a) Maximum tensile stress in Str-1. (b) Maximum tensile stress in Str-2.</div>

Advances in Civil Engineering

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Figure 16

Figure 16: Numerical Analysis of the Mechanical Responses and Transition Section Design of Pavement Structures in the Entrance and Exit Sections of Highway Tunnel 

Figure 16 | Numerical Analysis of the Mechanical Responses and Transition Section Design of Pavement Structures in the Entrance and Exit Sections of Highway Tunnel 