摘要
对上海地区若干高层建筑箱形基础的实测沉降曲线的性态进行了分析，并对沉降曲线在各阶段的走向及趋势进行了定量的研究，给出了一些近似关系式，利用这些关系式可以预估箱形基础的最终沉降。
According to some actual settlement-time curves of box foundation in Shanghai,the pattern of those curves has been analyzed. Based on the analysis ,a quantitative study has been made of every part of the settlement curve. Some approximate linear relations have been brought out,so that the ultimate settlement of box foundation can be predicted approximately.
出处
《土工基础》
1998年第4期13-16,共4页
Soil Engineering and Foundation
