摘要
采用土工有限元程序PLAXIS按照分步开挖的施工过程进行计算,分析桩身的位移,并与实际监测结果对比分析桩身位移与挖土深度的关系,表明PLAXIS计算的变形结果是可靠的。
Drilling perfusion pile was calculated using geotechnical finite element process PLAXIS according to the construction process of excavation by steps, the displacement of pile body was analyzed, it can be concluded that the deformation result using PLAXIS is reasonable by comparing the calculated results and practice monitoring results.
出处
《山西建筑》
2008年第19期90-91,共2页
Shanxi Architecture
关键词
钻孔灌注桩
有限元
位移
监测
drilling perfusion pile, finite element, displacement, monitoring
