摘要
在对铧尖子至本溪二级公路不同计量水泥、石灰稳定砂砾基层表面不同龄期弯沉的跟踪测定试验基础上 ,分析对比水泥、石灰稳定砂砾基层表面弯沉及其模量随龄期发展变化的规律 。
By tracing the deflection experiment of different cement lime stabilized sand gravel base course surface with different ages in the second class highway of Huajianzi-Benxi, the authors made comparison analysis of the surface deflection and its modulus development pattern along with its age. Regression formula and conclusions were got through the experiment.
出处
《公路交通科技》
EI
CAS
CSCD
北大核心
2001年第6期28-30,共3页
Journal of Highway and Transportation Research and Development
关键词
半刚性基层
表面弯沉
龄期
Semi-rigid base course
Surface deflection
Age