摘要
该文结合工程实例 ,针对地下水位较深且天然地基不能满足设计要求的场地 ,采用换土垫层法与CFG桩相结合的综合处理方法 ,使地基的承载能力满足了设计要求 。
Combined with construction project,the paper takes combination of replaced soil as pad layer and CFG as a treatment method for the site with deep ground water table at which the natural ground foundation can not meet with designed requirement.As a result the final ground loading capacity will meet the designed requirement .Thus,it offeres experience for ground foundation treatment of similar sites.
出处
《勘察科学技术》
2004年第4期39-41,共3页
Site Investigation Science and Technology
关键词
换土垫层法
CFG桩
地基
承载力
replaced soil as pad layer
CFG pile
synthetic application
