摘要
本文分三部分 ,第一部分是流变模型有限元分析部分 ,第二部分为用实测位移反推粘塑性流变参数η3 ,第三部分为数例和成果分析 。
There are three parts in the paper, First, the creep model analysis by F.E.M. is proposed. Second, the visco plastic parameter η 3 is deducted by measured displacements. Third, the results are obtained from the example. The information of theory has been prepared for the underground construction.
出处
《结构工程师》
2002年第1期31-35,共5页
Structural Engineers
