摘要
本文从复合地基的工作机理出发，利用半无限弹性空间中的Geddes解和Boussinesq解，求出了复合地基中的竖向附加应力，进而给出了复合地基沉降的计算方法。
Based on the working mechanism of a composite foundation, the vertical additional stress in a compositefoundation is calculated with Geddes Equation and ffeussinesq Equation in semi-infinite elastic space and amethod for calculating the settlement of composite foundations is then derived and given,
关键词
复合地基
附加应力
沉降
计算方法
Composite foundation, additional stress, layer summation, settlement
