旧有水泥稳定基层对冷再生路面力学响应影响分析

Research on the effect of old cement stabilized subbase on mechanical response of cold regeneration pavement

结合国道325线魁奇路口互通(一期)工程辅道冷再生路面工程,就旧有水泥稳定基层对冷再生路面力学响应的影响进行分析,以便为冷再生路面结构合理设计提供理论依据。

Combined with the cold regeneration pavement construction of kuiqi crossing auxiliary road（first- stage project ） in national highway 325 line, analysis the effect of old cement stabilized subbase on mechanical response of cold regeneration pavement, .so as to apply the theory basis for structure design of cold regeneration pavement.