This paper gives a systemic analysis for nonuniform settlement at the ground induced by faults.
在以往研究的基础上，对断层可能导致的不均衡地表沉陷进行了系统的分析。
From the analysis, it is found that the changing of the effective stress in the ground results in the immediate settlement.
研究表明，荷载瞬时作用后，地基中有明显的有效应力变化，这是地基产生初始沉降的原因。
It is characterized by limited data, instability, etc. thus, use of the existing experience and knowledge is very important in settlement analysis of a soft soil ground.
对于软土地基的非线性沉降，获得的数据有限。因而，已有的成功经验在软土地基沉降预测中的运用具有重要意义。
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