摘要
介绍了灰土挤密桩在消除黄土湿陷性方面的加固机理,通过工程实例,分析了灰土挤密桩的设计方法,并对比了不同桩径、桩间距的灰土挤密桩在消除黄土湿陷性方面的使用效果。
This paper introduces the reinforcement mechanism of lime-soil compaction pile in eliminating loess collapsibility, analyzes the design method of lime-soil compaction pile through engineering examples, and compares the application effect of lime-soil compaction pile with different pile diameter and spacing in eliminating loess collapsibility.
作者
李良君
LI Liang-jun(Hualu Engineering & Technology Co.Ltd.,Xi'an 710065,China)
出处
《工程建设与设计》
2019年第17期59-60,73,共3页
Construction & Design for Engineering
关键词
湿陷性黄土
灰土挤密桩
复合地基
collapsible loess
lime-soil compaction pile
composite foundation