摘要
通过结合规范和工程实际 ,提出对高等级公路路线设计中超高缓和段设置的三个条件 ,并推导出临界判断公式 ,以便在超高缓和段设置时区别对待。
Through specification and project fact,thi s paper puts forward 3 terms of superelevation easement curves for establishing in high grade highway route design,and then deduce a critical formula ,in order to treated separately to est ablish superelevation easement curves.
出处
《浙江交通职业技术学院学报》
CAS
2005年第1期13-15,共3页
Journal of Zhejiang Institute of Communications