摘要
从混合料的最大粒径、级配、配合比计算、压实度质量控制四方面探讨了二灰碎石基层的施工技术,并针对现行公路基层施工技术规范的某些规定提出一些见解。
From maximum particle size of mixture, gradation, mix proportion design and compactness control the construction technology of lime-flyash stabilizedbroken stone base is discussed. According to present codes in road subgrade construction some personal views are proposed.
出处
《山西建筑》
2006年第14期144-145,共2页
Shanxi Architecture
关键词
二灰碎石
基层
混合料
级配
lime-flyash concrete, base layer, mix proportion, mixture
