摘要
介绍了某锚索格构梁边坡的工程概况,采用Plaxis二维有限元软件,对边坡、格构梁、锚索三者的位移量进行了分析,并与监测数据作了对比,结果表明,该边坡处于稳定状态。
This paper introduced the engineering general situation of an anchor cable lattice beam slope,using Plaxis 2D finite element software,analyzed the displacement of slope,lattice beam,anchor cable,and compared with the monitoring data,the results showed that the slope was in the steady state.
出处
《山西建筑》
2016年第25期72-73,共2页
Shanxi Architecture
关键词
边坡
格构梁
锚索
有限元分析
slope
lattice beam
anchor cable
finite element analysis
