摘要
本文探讨了长江三峡船闸高边坡长期变形预测问题。应用粘弹性理论和反分析方法建立了基于现场位移测量结果的流变模型识别、流变模型参数确定和边坡体,长期变形预测方法,并且进行了预测计算。
The paper discusses the long-term deformation predicting problem of high slope of three gorges flight locks and build the predicting method of identification of rhelology modes and its parameters determination and long-term deformation as of slope a result of local displacement measuring results with the application of visco-elastic theorem and back-analysis method. At last the predictung calculation is done.
