摘要
南宁市某工程基础持力层(圆砾层)埋深较浅,距基底设计标高仅2m～4m,给基础设计带来一定难度。通过基础多方案比选,最终选择CFG桩复合地基,可供类似工程参考。
Based on comparative consideration of bearing stratum and round gravel layer, this paper shows that CFG pile composite foundation is quite better than that of static pressure precast pile and drill-pouring pile.
关键词
基础选型
CFG桩复合地基
地基处理
foundation type selection
CFG pile composite foundation
foundationtreatment
