高填方路基边坡双效压顶施工应用  

High Fill Roadbed Slope Double-effect Compression Top Construction

作　　者：郑喜林 蔡鹏 张明 徐尤旺 黄凯 Zheng Xilin;Cai Peng;Zhang Ming;Xu Youwang;Huang Kai(Power China Jiangxi Hydropower Engineering Bureau Co.,Ltd.,Nanchang,China)

机构地区：[1]中国电建集团江西省水电工程局有限公司,江西南昌

出　　处：《科学技术创新》2024年第18期125-128,共4页Scientific and Technological Innovation

摘　　要：本文针对高填方路基边坡稳定性,提出了高填方路基边坡双效压顶施工方法,首先介绍了高填方路基边坡双效压顶施工方法和特点,然后详细阐述了高填方路基边坡双效压顶施工工艺流程及其施工要点,最后结合具体的施工项目,论证了高填方路基边坡双效压顶施工在施工质量、操作便捷性、工程经济性等方面产生的显著效果,为后续施工提供了较大的技术支撑,为高填方路基边坡稳定性的研究提供有力的实际参考。In view of the effect of high filling subgrade slope stability,this paper proposed the construction method of high filling subgrade slope,first introduces the construction methods and characteristics,then elaborated the construction process and key points,combined with the concrete construction projects,demonstrated the construction of high filling subgrade slope in the construction quality,operation convenience,engineering economy,etc.,provide large technical support for subsequent construction,and provide powerful practical reference for the study of high filling subgrade slope stability.

关 键 词：高填方路基 边坡 稳定性 压顶施工 

分 类 号：U416.14[交通运输工程—道路与铁道工程]