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高液限粘士路基填筑技术
引用本文:高星林,任文峰.高液限粘士路基填筑技术[J].筑路机械与施工机械化,2005,22(12):52-53,60.
作者姓名:高星林  任文峰
作者单位:1. 广东省公路局路桥管理中心,广东,广州,510000
2. 长安大学,公路学院,陕西,西安,710064
摘    要:针对高液限粘土路用性能的局限性,结合国道207线改建工程,采用了掺加水泥或砂石料改良高液限粘土,现场试验结果表明,掺加3%或4%水泥改良后的高液限粘土可用于路基不同压实区的填筑;采用掺加砂石料改良高液限粘土时,则须考虑高液限粘土的天然含水量,并使改性后的高液限粘土含水量趋于最佳含水量.

关 键 词:高等级公路  高液限  粘土  填筑  压实
文章编号:1000-033X(2005)12-0052-02
收稿时间:2005-04-12
修稿时间:2005-04-12

Simulation analysis of behavior of stress of high filling culvert
Gao Xing-lin,Ren Wen-feng.Simulation analysis of behavior of stress of high filling culvert[J].Road Machinery & Construction Mechanization,2005,22(12):52-53,60.
Authors:Gao Xing-lin  Ren Wen-feng
Abstract:This paper recommends method that dash with cement and gravel to the high liquid limit of clay that used in 207 national highway. The field experimentation indicates that the high liquid limit of clay dash with 3% or 4% cement is used in different high filling culvert. The field experimentation suggests that we should consider the nature water content of the high liquid limit of clay and make sure the water content tend to best water content when dash with gravel to it.
Keywords:highway  high liquid limit  clay  filling  compaction
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