摘要
以某工程实例为背景,根据相关资料及场地地质条件,采用灰土挤密桩进行了地基处理,从承载力和湿陷性两方面分析了其处理效果,结果表明:经灰土挤密桩处理后达到了较好的处理效果。
Taking some projects as examples, the paper according to the relative data and field geological conditions, the paper adopts the foundation treatment of the lime-soil compaction pile, analyzes the treatment effect from the loading capacity and the collapsibility, and concludes the better treatment effect can be achieved after the treatment of the lime-soil compaction pile.
出处
《山西建筑》
2010年第24期113-114,共2页
Shanxi Architecture
关键词
湿陷性黄土
灰土挤密桩
处理效果
承载力
湿陷性
collapsible loess, lime-soil compaction pile, treatment effect, loading capacity, collapsibility