南平某高边坡设计与稳定性分析  

Design and Stability Analysis of a High Slope in Nanping

作　　者：林雪梅 LIN Xuemei(Fujian Provincial Institute Company of Architectural Design and Research,Fuzhou 350001)

机构地区：[1]福建省建筑设计研究院有限公司,福建福州350001

出　　处：《福建建筑》2018年第6期79-82,共4页Fujian Architecture & Construction

摘　　要：以南平某挖方高边坡为例,介绍了预应力锚索框架梁结合坡面绿化的支护设计方案,并采用了有限元软件Plaxis对3种方案进行了辅助对比分析,既提高了设计安全度,又节省了造价。监测结果表明,该边坡处于安全稳定状态,且与周边自然环境相协调,实现了绿色岩土的概念。Taking a excavated high slope in Nan-ping as an example,this paper introduces the supporting design scheme of prestressed anchor frame beam combined with slope greening,and makes a comparative analysis of three schemes by using finite element software Plaxis,which not only improves the design safety degree,but also save the cost. The monitoring results show that the slope is in a safe and stable state,and in harmony with the surrounding natural environment,the concept of green rock and soil is realized.

关 键 词：高边坡 预应力锚索框架梁 有限元 绿色岩土 

分 类 号：TU973[建筑科学—结构工程]