Computations of land subsidence in Shanghai are carried out by employing the basic one-dimensional consolidation equation and the Laplace transformation.

上海地面沉降是通过一维基本固结方程和拉普拉斯变换进行计算的。

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The finite difference method is used to create the basic equation of one dimensional consolidation of layered ground considering construction loads.

采用变空间步长的有限差分法，求解了多层地基考虑施工期加荷过程的一维固结问题。

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