摘要
介绍了一种在深厚软土地基处理中 ,按沉降控制的原则 ,将常用复合地基与刚性减沉桩联合应用的复合地基形式 ,对其设计理论与计算方法进行了分析与说明 .
Based on settlement controlling principle,this paper presents the theory and calculation of a practicable composite foundation style which combines the usual composite foundation and rigid creep pile used in the treatment for deep soft clay