公路路面沉降处治平顺度问题技术研究

Technical Study of Highway Smoothness Treatment in Subsiding Sections

根据横向贯通裂缝所产生伴随沉陷的程度不同,分两种情况研究分析了修复处治段纵向槽宽的理论确定方法和提出将变坡代数差的量化值列入相关公路工程规范中的建议,对科学指导施工和确保行车的安全性、舒适性、经济性具有一定的现实意义。

With different lateral through fractures accompanying different subsidence degrees taken into account, a theoretical method on how to determine the slot width in treated road sections is put forward in the paper according two different conditions, and it is also suggested that the quantized value of gradient algebraic difference should be included into the highway engineering specifications, which will contribute to highway construction and improving driving safety, riding comfortness and economical efficiency.