lime-flyash-soil base 石灰粉煤灰土基层
lime-flyash stabilized macadam 二灰稳定碎石
High lime flyash 高钙粉煤灰
lime-flyash soil 二灰土
lime-flyash mixture 二灰类材料
lime-flyash stabilization 石灰粉煤灰稳定
lime-flyash gravel base 二灰沙砾底基层
lime-flyash-soil cushion 二灰土垫层
The reasonable design age was put forward based on the intensity phase of lime-flyash soil.
依据二灰土强度增长的阶段性，提出了合理的设计龄期。
The problems of road diseases, lime stabilization and lime-flyash stabilization in terms of the foregoing properties of soils are analysed.
依据土的上述特性，分析了道路病害、单纯石灰稳定、石灰与粉煤灰等综合稳定的问题。
This paper primary studies the technology of lime flyash-stabilized cold reclaimed asphalt pavement mixture for bases and subbases.
本文主要对以二灰为添加剂的旧沥青路面冷再生基层（底基层）技术进行了研究。
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