摘要
结合某地基处理工程概况 ,就其地质报告、土质情况 ,提出了强夯法处理地基的设计参数和要求 ,经实际施工后检验达到了设计要求 ,提高了地基承载力 。
The general situations of one foundation work are introduced and combined with its geological report, soil quality conditions the dynamic consolidation is proposed as well as its design parameters and requirements. Acceptance check shows that the application of technology not only enhance the bearing capacity of foundation but also eliminate collapsibility.
出处
《山西建筑》
2004年第1期31-32,共2页
Shanxi Architecture
关键词
强夯法
地基处理
湿陷性
承载力
地质报告
dynamic consolidation, eliminate collapsibility, bearing capacity
