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冲击碾压法处理湿陷性黄土路基的施工技术
引用本文:孙久民,董保山. 冲击碾压法处理湿陷性黄土路基的施工技术[J]. 交通标准化, 2005, 0(10): 102-103
作者姓名:孙久民  董保山
作者单位:河南交通职业技术学院,河南,郑州,450052;路桥集团二局四处,河南,洛阳,471013
摘    要:黄土地区的湿陷性黄土路基常因处治不当而发生变形沉陷.陕西省禹阎高速公路某标段湿陷性黄土路段处理的施工实践,收到了良好的效果.

关 键 词:湿陷性黄土  冲击碾压  湿陷量  压实度
文章编号:1002-4786(2005)10-0102-02
收稿时间:2005-04-07
修稿时间:2005-04-07

Construction Technique of Lashing and Rolling Method Dealing with Collapsed Loess Subgrade
SUN Jiu-min,DONG Bao-shan. Construction Technique of Lashing and Rolling Method Dealing with Collapsed Loess Subgrade[J]. Communications Standardization, 2005, 0(10): 102-103
Authors:SUN Jiu-min  DONG Bao-shan
Affiliation:1.Henan Province Traffic Occupation Technology Institute, Zhengzhou 450052, China; 2.The 4th Engineering Department of the 2nd Highway Engineering Bureau.CRBC, luoyang 471013, China
Abstract:The collapsed property roadbed in loess area always deform and sink because of construction. It is good to introduce the construction technique of lashing and rolling method deal lapsed improper with colloess subgrade with the construction practice in some sections of Yu-Yan freeway in Shanxi province.
Keywords:collapsed loess   lashing and rolling   wet sinking amount   degree of compaction
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