摘要
以浮山县四十岭至十里垣旅游公路建设项目中湿陷性黄土高填方路基施工为实例,介绍了该工程对湿陷性黄土高填方路基所采用的冲击碾压、强夯处理技术措施,并对其进行了详细的论述,为以后同类的工程提供技术依据。
Through the example of the construction of high fill subgrade for collapsible loess in the tourism highway construction project from Sishiling of Fushan County to Shiliyuan,the technical measures for impact roller compaction and dynamic compaction treatment of high fill subgrade for collapsible loess are provided,which were discussed in detail,to provide technical basis for similar projects in the future.
作者
董侃
Dong Kan(Shanxi Road&Bridge Second Engineering Co.,Ltd,Linfen 041000,China)
出处
《山西建筑》
2018年第29期161-162,共2页
Shanxi Architecture
关键词
湿陷性黄土
高填方路基
技术措施
collapsible loess
high fill subgrade
technical measures