河堤边坡CFRP锚杆基本试验  

On CFRP anchor basic experiments on river banks

作　　者：黄柳云[1] 邓朗妮[1] 张鹏[1] 

机构地区：[1]广西工学院土木建筑工程系

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)

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.

关 键 词：CFRP锚杆 基本试验 施工工艺 

分 类 号：TU413.6[建筑科学—岩土工程]