摘要
文章结合某基坑工程实例,运用有限元软件模拟桩锚加固的效果,并与现场实测数据进行对比,通过有限元软件模拟的结果与实际情况基本一致。得到了一些有价值的结论,要合理布置锚杆的位置,恰当选取支护桩的刚度和入土深度,在可以保证刚度条件、不增加内力的情况下,做到安全又经济的设计。
Combining with a project example.By adopting the finite element software,we simulated the process of pile-anchor reinforcement.The real data measured is generally corresponding to the result from simulation.Based on this idea,selecting suitable rigidity of the anchor and depth;it can be guaranteeing the safety and economy under a reasonable deformation and not increasing internal force.
出处
《安徽水利水电职业技术学院学报》
2011年第1期7-9,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
桩锚支护
有限元分析
边坡加固
深基坑
pile-anchor
finite element analysis
slope regulation
deep foundation