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针对上海地区软土深基坑施工具有明显的流变特性，采用粘弹性动态增量反演分析的方法，并结合黄浦江观光行人隧道浦东竖井基坑工程对地下连续墙变形进行预测。结果表明，预报值与实测值吻合得较好，为软土深基坑施工墙体变形的动态预测提供了一种新的方法。
According to the obvious rheological characteristics of deep foundation pit construction in Shanghai area, the viscoelastic dynamic incremental inversion method is used to predict the deformation of the diaphragm wall combined with the construction of the Pudong shaft pit of Huangpu River Tourist Pedestrian Tunnel. The results show that the predicted value is in good agreement with the measured value, which provides a new method for the dynamic prediction of wall deformation of deep foundation pit in soft soil.