摘要
对湿陷性黄土的特点进行了分析,阐述了强夯法的机理,对具体工程项目的试夯数据进行了分析。结果表明,适当调整能级,改变夯点的布置方案,由正方形改为正三角形,会对消除湿陷性夹层产生良好的效果。
After analysis of the characteristics of collapsible soil and explanation of mechanism of dynamic compaction method, this paper analyzes the tri＇al ramming data of the special project . The result shows that changing the form of tamping points from square to triangle will produce good effects on the elimination of wet soil interlayer.
出处
《建材技术与应用》
2014年第6期43-45,共3页
Research and Application of Building Materials
关键词
湿陷性
强夯
能级
布点形式
collapsibility
dynamic compaction
energylevel
stationing form
