摘要
分析了上海地区软土地基的工程特性,提出了针对不同地基类型,采取分区选取沉降计算、修正系数的方法,以达到发挥地基潜力,控制住宅沉降的效果。
The construction characteristics of soft soil foundation in Shanghai area are analyzed. In order to tap the latent potentialities of foundation and control the settlement of residential buildings, the selection of settlement calculation and correctional coefficient by partitioning with different foundation types is put forward.
出处
《上海建设科技》
2001年第4期24-26,共3页
Shanghai Construction Science & Technology
关键词
多层住宅
软土地基
修正系数
地基沉降
上海
soft soil foundation settlement calculation correctional coefficient
