Strengthening of Soft Clay Foundation with Heavy Ram and Superload Method 抛填与强夯处理软土地基
A reasonable method to modify the calculated settlement of soft clayey foundation in superload and vacuum preloading consolidation is analyzed and discussed in this paper. 对堆载预压和真空预压加固中软土地基固结沉降计算值的合理修正方法作了分析和探讨。