Engineering analysis of recent Marine soft soil settlement is based on a traditional one-dimensional drainage consolidation theory of Terzaghi.

当前近代海积软土工程沉降分析仍以传统的太沙基单向渗透固结理论为基础。

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The two dimensional formulas of viscous elastic BIOT's consolidation FEM based on MERCHANT's model are presented to calculate settlement of saturated soft clay ground.

基于MERCHANT粘弹性模型，建立软土地基沉降二维粘弹性BIOT固结有限元计算公式；

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When the depth of soft layer is smaller than the width of foundation, the one dimensional consolidation theory can be used to calculate the settlement.

对于基础面积较大，软土层深度相对基础宽度不大，可以用一维固结理论计算。

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