两维粘土固结与次时间效应问题解 English Version
The Solution of Two Dimensional Consolidation and Secondary Time-Effect Problems of Clay
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摘要: 本文就Maxwell模型土骨架首先考虑两维情形在加荷瞬时与长久时期的沉降值,然后推求在整个时间过程的近似形式。当荷载为矩形分布时求解垂直沉降须作Fourier积分,为便于求解,在积分时笔者采用了类似Biot的近似方法,将计算结果作了图解。Abstract: In this paper, the author considers the soil skeleton as Maxwell model, gives the Laplace transformation form of the settlement W（p）, when the load-distribution gives as cosine form. By considering the instantaneous and long-period behavior of the settlement, then gives W（p）some approximate form, by which W（t） can be found. When the loading is rectangular-distributed, for finding solution, an approximated Fourier integral must be worked, then gives the solution.
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