摘要
本文通过可液化粉土中单独采用挤密砂柱和采用挤密砂桩、水泥搅拌桩联合处理的检测结果的分析，说明了该方法处理可液化粉土地基是可行的。
This thesis presents experiment results of liquefiable silt treated only by compaction piles and treated jointly by compaction pilesand mixed-in-place piles in a practical project. It also gives analysis of these results.These results and analysis proved that this method of treating liquefiable silt is practical.
出处
《结构工程师》
1997年第3期37-42,共6页
Structural Engineers
