摘要
针对西安临潼某储罐工程挤密桩成孔时缩颈现象进行了分析,阐述了缩颈的原因,在此基础上提出了缩颈治理方案并作了具体介绍,从而达到消除湿陷性,提高地基土承载力的目的。
This paper analysed a tank engineering compaction pile into holes necking phenomenon in Xi'an Lintong,elaborated the reason of necking,on this basis proposed necking treatment solutions and made specifically introductions,so as to eliminate collapsibility and improve the bearing capacity of foundation soil.
出处
《山西建筑》
2011年第20期62-63,共2页
Shanxi Architecture
关键词
灰土挤密桩
缩颈
原因
复打成孔
lime-soil compaction pile
necking
reason
after dozen hole