摘要
本文推导了矩形面积上单位均布荷载作用时角点下的沉降的数学表达式，利用叠加原理可求得任意点处的沉降系数，从而改进了有限压缩层模型的计算过程，并运用到刚性基础与地基的相互作用分析中。
In this paper, the mathematic formula for the corner-point settlement of the mean distribution unit load being put on rectangular zone is obtained,then,the settlement coefficients on any points are figured out by the method of super-position. Moreover,the calculation course of the finite compression layer model of soil has been improved,and it'S used into rigid foundation and soil interactive analysis.
出处
《华北水利水电学院学报》
1995年第4期67-71,共5页
North China Institute of Water Conservancy and Hydroelectric Power
关键词
有限压缩层
沉降系数
刚性基础
地基相互作用
Finite compression layer model of soil The settlement coefficients Rigid foundation and soil interactive analysis
