本文研究了荷载分布、应力路径和非线性变形对地基性状影响。提出了一个新的基础沉降量计算公式。

The influence of loading distribution stress path and nonlinear deformation on foundation behaviour are studied in this paper. A new settlement formula for foUndations is proposed.

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通过模拟建筑物地基不均匀沉降引起的应力和变形状态来研究分析建筑物不均匀下沉的破坏规律。

By simulating the stress and deformation of the buildings caused by foundation's uneven sedimentation, we have obtained some rules about damage to buildings.

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