【摘要】 采用适用于上海饱和软土的粘弹塑性模型 ,研制了三维有限元软件 .应用该软件对上海华盛路住宅大楼地基沉降进行了预测 ,并与实测值进行了对比 .结果表明 ,采用该本构模型和分步施加荷载方法进行地基蠕变沉降预测是可靠的 .更多还原

【Abstract】 The elastic visco plastic constitution has been employed in programming 3D?FEM for the soft saturated clay in Shanghai.The program also has been applied to predicting the foundation settlement of residence building at Huasheng road.The comparison between the predicted value and measured value proves that it is reliable to adopt the constitution and step loading method in the creep settlement.更多还原