路基与半刚性基层间过渡层结构设计

路基与半刚性基层间的过渡层缺乏针对性的设计方法,在分析过渡层设置机理的基础上,通过对不同模量和不同厚度情况下过渡层的补强作用进行分析,提出补强递增系数以及最佳补强理论,并结合我国典型半刚性基层路面结构提出过渡层设计的经济模量及厚度。结果表明,过渡层的模量和厚度越大,补强作用越明显,但其补强效率越低;当过渡层模量为200~500 MPa,且厚度不小于20 cm时,过渡层的补强效率较高。

Structural design of transitional layer between subgrade and semi-rigid base

The special design of the transition layer between subgrade and semi-rigid base was scarce in the design system of pavement. The mechanism of the transition layer was studied, and then based on the analyses of reinforcing effect of transition layer under different modulus and thickness, the reinforcement incremental coefficient and optimal reinforcement model were proposed. Meanwhile, combined with typical semi-rigid base pavement structure, the economic modulus and thickness of transition layer were put forward. Results showed that the reinforcing effect was promoted as the increasement of the modulus and thickness of the transition layer, but the reinforcing efficiency was reduced. In order for higher reinforcing efficiency, the modulus of the transition layer should be 200~500 MPa, and the thickness should be not less than 20 cm.