锚碇板在高填方边坡有限空间支护的应用研究  

Research on application of anchor plate in limited space of high fill slope support

作　　者：魏海涛[1] 穆伟刚[1] 陈曦[1] Wei Haitao;Mu Weigang;Chen Xi(AVIC Institute Geotechnical Engineering Co.,Ltd.,Beijing 100098,China)

机构地区：[1]中航勘察设计研究院有限公司,北京100098

出　　处：《山西建筑》2021年第4期45-47,共3页Shanxi Architecture

摘　　要：总结了锚碇板容许抗拔力的计算方法,通过数值分析方法研究了锚碇板的尺寸和埋置深度对锚固力的影响,利用理论计算与数值分析相结合的方法完成了某高填方边坡支护设计,为类似边坡支护工程设计提供了借鉴意义。The calculation method of allowable anti-pulling force of the anchor plate is summarized by this paper,and the influence of the size and embedded depth of the anchor plate on the anchoring force is studied through the numerical analysis method.The method of combining theoretical calculation and numerical analysis is used to complete a certain high fill slope support design,which provides a reference for the similar slope support design engineering.

关 键 词：锚碇板 预应力锚索 容许抗拔力 

分 类 号：U213.1[交通运输工程—道路与铁道工程]