包芯法填筑膨胀土路堤的施工技术研究  

A Study on Construction Technology Using Expansive Soil Filling Subgrade by Core-Spun Methods

作　　者：唐咸远[1,2] 杨和平[1] 肖杰[1] 程斌[1] 

机构地区：[1]长沙理工大学交通运输工程学院,长沙市410004 [2]广西工学院土木建筑工程系,柳州市545006

出　　处：《公路》2012年第12期52-55,共4页Highway

基　　金：国家自然科学基金资助项目;项目编号50978035;广西交通科技项目;项目编号2011-20

摘　　要：包芯法填筑膨胀土路堤是在堤身两侧用正常土包边,直接用开挖膨胀土填芯的一种经济环保的路基修筑方法。为在南宁外环高速公路膨胀土路段全面推广该技术,取得填筑施工的参数和经验,以K9+680～K9+790路段为对象开展施工试验,进行填料试验、作业步骤、施工程序、控制指标及检测评定方法研究。由此获得了填土的松铺系数、压实遍数等相关施工参数,确定了最佳的施工步骤及方法,进而总结提出符合南宁地区实际且经济合理的膨胀土路堤填筑技术。The economic and environmental protection method for the construction of expansive soil embankment is an advanced construction method of filling expansive soil in the core of embankment and non-expansive soil at two sides. In order to obtain the construction parameters and experience about this method, some testing and researches, such as tests on fillings, construction consequence, control index and test evaluation method, are carried out during the construction of Nanning Outer Ring Highway. The construction parameters of coefficient of loose paving material and number of compactor pass for expansive soil filling, etc. , are determined. The optimum construction steps and method are proposed. Finally, the rational and economic construction filling techniques are concluded.

关 键 词：膨胀土 路基填筑 包芯法 施工技术 

分 类 号：U416.1[交通运输工程—道路与铁道工程]