摘要
为研究CFRP锚杆在边坡工程中的破坏形式和极限承载力,验证锚杆设计参数与施工工艺的合理性,采用三根自行研发的三丝CFRP预应力锚杆,于柳州市滨江西路延长线河堤边坡处进行了基本试验,为今后CFRP预应力锚杆的工程应用奠定了基础。
The paper researches the damage forms of CFRP anchor and its extreme loading capacity, proves the design paremeters for anchor and the reasonability of the construction craft, adopts three self-researched CFRP prestressed anchors, and has the basic experiment on the river bank of Binjiang west road in Liuzhou, so as to lay the foundation for the project application of the CFRP prestressed anchor.
出处
《山西建筑》
2010年第24期1-2,共2页
Shanxi Architecture
基金
广西教育厅科研项目(项目编号:200808MS102)
关键词
CFRP锚杆
基本试验
施工工艺
CFRP anchor, basic experiment, construction craft