摘要
介绍了采用有限单元法计算黄河大堤截渗墙应力变形的要点 ,包括单元类型、材料应力应变关系模型、分级加荷方法、水荷载处理方法、计算参数、典型断面计算结果 。
Introducing the main points of the Yellow River embankment anti-seepage wall stress and deformation calculation using finite element method ,including element type,material stress - strain relation model ,adding load by grades method,water load treating method ,calculation parameters ,calculation result of typical sections; analyzing the features of different cases
