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.
出处
《山西建筑》
2010年第17期109-111,共3页
Shanxi Architecture
关键词
柱板式锚杆结构
加固边坡
有限元分析
column plate bolt structure
reinforcement slope
finite element analysis