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含砂低液限粉土路基冲击压实技术研究
引用本文:罗红星,沈康鉴,周晓靖,李海平,肖唐勃.含砂低液限粉土路基冲击压实技术研究[J].公路交通技术,2007(3):4-7.
作者姓名:罗红星  沈康鉴  周晓靖  李海平  肖唐勃
作者单位:1. 云南新河高速公路建设指挥部,云南,河口,661300
2. 重庆交通科研设计院,重庆,400067
基金项目:云南省交通科技项目(TST2005526108C)
摘    要:针对含砂低液限粉土路用性能差,常规压实方法难以达到压实度要求等施工难题,采用冲击碾压技术进行路基补压试验,获取冲压遍数、冲压沉降量等施工控制参数。通过试验确定采用沉降与面波法进行冲压质量评价,为全线推广使用冲击压实技术提供技术保障。

关 键 词:含砂低液限粉土  冲击压实  面波
文章编号:1009-6477(2007)03-0004-04
修稿时间:2006-09-22

Study on Impact Compaction Technique for Sub-grade with Sand Silt of Low Liquid Limit
Luo Hongxing,Shen Kangjian,Zhou Xiaojing,Li Haiping,Xiao Tangbo.Study on Impact Compaction Technique for Sub-grade with Sand Silt of Low Liquid Limit[J].Technology of Highway and Transport,2007(3):4-7.
Authors:Luo Hongxing  Shen Kangjian  Zhou Xiaojing  Li Haiping  Xiao Tangbo
Institution:Luo Hongxing Shen Kangjian Zhou Xiaojing Li Haiping Xiao Tangbo
Abstract:Targeting at the poor performance of sand silt of low liquid limit used for road construction and the difficulty in construction in meeting the requirement for compactness with ordinary compaction method, this pa- per studies adopting an impact rolling technique to perform a sub-grade supplemental compaction test and at- tains the construction control parameters such as rounds of compaction, compaction settlement volume, etc.. The settlement and surface wave methods are confirmed to be used for the quality evaluation by the aid of the test, which provide a technical guarantee for popularizing the use of impact compaction teehnique in all its as- pects.
Keywords:sand silt of low liquid limit  impact compaction  surface wave
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