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高液限粘土路用填料的改良研究
引用本文:刘峥嵘.高液限粘土路用填料的改良研究[J].路基工程,2010,0(1):131-133.
作者姓名:刘峥嵘
作者单位:湖南省交通规划勘察设计院, 长沙 410008
摘    要:为了对高液限粘土进行路用填料改良研究,分别对其进行了石灰、粉煤灰、水泥、石灰加粉煤灰以及砂砾的改良试验。试验结果表明,高液限粘土采用4%,5%的石灰改良后,CBR值分别为原土的12.5,14.3,14.7和16.1,15.6,16.0倍;经粉煤灰改良后的高液限粘土CBR强度改善不明显;采用3%,4%的水泥改良后,高液限粘土CBR值分别为原土的9.0,9.0,9.2和12.3,12.8,13.8倍;石灰和粉煤灰联合改良后,高液限粘土CBR值分别为原土的6.5,7.1,8.1和15.0,15.8,16.8倍。

关 键 词:高液限粘土    路用填料    石灰    粉煤灰    水泥    化学改良
收稿时间:2019-10-28

Study on Improvement of High Liquid Limit Clay Used as Pavement Filling
Authors:LIU Zheng-rong
Affiliation:Hunan Provincial Communications Planning/a>;Survey & Design Institute/a>;Changsha 410008/a>;China
Abstract:In order for study on the improvement of high liquid limit clay used as pavement filling,carry out test for the improvement of clay mixed with lime,flyash,cement,lime-flyash and grit separately.The result indicates that the CBR value of the high liquid limit clay improved with 4% or 5% lime is 12.5,14.3,14.7 or 16.1,15.6,16.0 multiples to that of the original clay;CBR strength of the high liquid limit clay improved with flyash is not increased obviously;CBR value of the high liquid limit clay improved with ...
Keywords:high liquid limit clay  pavement filling  lime  flyash  cement  chemical modification  
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