摘要
本文主要对半刚性试验路段利用现场监测及数值分析等方式,研究了基层底部的拉应变、拉应力、土压力变化状况,以证明半刚性路面结构的适用性。
In order to prove the applicability of semi-rigid pavement structure, this paper mainly studies the variation of tensile strain,tensile stress and earth pressure on the base of semi-rigid test section by means of field monitoring and numerical analysis.
引文
[1]焦飞越.市政道路路基质量控制检测方法的研究[J].黑龙江交通科技,2016(11).