摘要
介绍了采用灰土挤密桩对湿陷性黄土地基进行处理的设计方案和优越性 ,并引用了一具体实例加以阐述 ,说明采用灰土挤密桩 ,可以消除地基的湿陷性 ,提高地基的承载力。
The design plan and the advantage of dealing with collapsible loess foundation with lime-soil compaction pile are introduced and clarified. Combined with certain actual project adopting lime-soil compaction pile not only can eliminate the collapsibility of foundation but also can enhance the bearing capacity of foundation.
出处
《山西建筑》
2003年第1期41-42,共2页
Shanxi Architecture
关键词
灰土挤密桩
湿陷性黄土
设计
复合地理
承载力
压缩模量
collapsible loess, lime-soil compaction pile, bearing capacity of compound foundation, modulus of compressibility
