摘要
介绍了不等时距的GM (1,1)建模及引入残差分析的概念 ,并结合典型的实际工程 ,对桩基的沉降作出了预测分析 ,取得了较好的效果。
This paper introduces the building of unequal interval GM(1,1) model and the conception of residual analysis and combined with practical work prediction analysis is made for pipe foundation settlement,which acquired good effect.
出处
《山西建筑》
2004年第12期35-36,共2页
Shanxi Architecture
