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高速公路二灰土底基层配合比的确定与施工
引用本文:邱国锋,傅光奇.高速公路二灰土底基层配合比的确定与施工[J].广州大学学报(自然科学版),2004,3(2):168-171.
作者姓名:邱国锋  傅光奇
作者单位:广东省长大公路工程有限公司,广东,广州,510600
摘    要:二灰土底基层是路面的重要结构物之一,通过对兰州柳忠高速公路一标段二灰土底基层的铺筑实践,总结了原材料检验、混合料组成设计、二灰土施工的全过程及施工工艺,提供了机械组合形式、碾压方式、碾压速度、碾压遍数等各种技术数据,得出施工中的一些体会:选用优质的石灰,充分消解,保证混合料的均匀性,控制好压实时间及含水量,重视养护。

关 键 词:二灰土  配合比  施工  高速公路
文章编号:1671-4229(2004)02-0168-04
修稿时间:2003年3月7日

The highway mixture ratio determination and construction of lime-flyash stabilized soil
QIU Guo-feng,FU Guang-qi.The highway mixture ratio determination and construction of lime-flyash stabilized soil[J].Journal og Guangzhou University:Natural Science Edition,2004,3(2):168-171.
Authors:QIU Guo-feng  FU Guang-qi
Abstract:Lime-flyash stabilized soil subbase course is one of the important pavement structures. This paper summarizes the raw material's quality examination, mixture ratio design, and construction procedures and workmanship of the lime-flyash stabilized soil in the Lanzhou-Liuzhong Highway Contract No.1. Technical parameters are also provided for the mechanical combination, roller compaction method, velocity and numbers etc., including the construction experience: selecting quality lime, clearing up amply, ensuring the mixture's even, controlling the time of plenishment and the quantity of containing water or moist, paying attention to the maintenance of the construction.
Keywords:lime-flyash stabilized soil  mixture ratio  construction  highway  
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