柱板式锚杆加固边坡有限元模拟与效果分析  

Analysis on the finite element simulation and effect of reinforcement slope with column plate bolt structure

作　　者：董开亮[1] 

机构地区：[1]湖南交通职业技术学院路桥工程系

出　　处：《山西建筑》2010年第17期109-111,共3页Shanxi Architecture

摘　　要：利用ANSYS有限元软件对柱板式锚杆结构处治边坡断面后的效果进行了模拟评价,通过后期对实体工程锚杆的跟踪监测,其观测值与分析计算结果比较吻合,反映出边坡设计与处理是比较合理和成功的。By using ANSYS finite element software,this study makes a simulation evaluation on the effects of column plate bolt structure to deal with slope section.Through the post tracking and monitoring on the real project,the observation is in good agreement with the analysis of results,reflecting that the slope design and processing is more reasonable and successful.

关 键 词：柱板式锚杆结构 加固边坡 有限元分析 

分 类 号：TU457[建筑科学—岩土工程]