ABSTRACT
The stress and strain of pavement structure are analyzed by using BISAR3.0 software based on SHELL design method. According to the multilayer elastic continuous system theory under the double-circle vertical loads, the semi-rigid asphalt pavement from a test section of the national highway 102 from Changchun city to Dehui city in Jilin Province of China is analyzed, model parameters of each pavement structure layer are shown in Table 1, and the mechanical model of pavement structural analysis is shown in Figure 1.
