摘要
用弹性理论分析半刚性路面的高速公路典型结构在承载板荷载作用下的位移 ;用原位承载板试验进行了检验 ,证明了在土基回弹模量较高的路段 ,层状弹性理论的计算可以得到很好的位移解。
This paper analysed the displacement of Semi-rigid pavement typical structure under loading plate load,tested it with original loading plate and presented that can gain good displacement solution with layer elastic theory on base section with high modulus of resilience.
出处
《东北公路》
2003年第4期1-2,共2页
Northeastern Highway
