摘要
结合有关工程实例 ,对场地地基的湿陷性能进行研究 ,提出了经济合理的强夯加固方案 ,经检查 ,完全消除了湿陷 。
Combined with practical works the collapsibility of site ground is analyzed and a economic and reasonable strengthening scheme is proposed based upon dynamic consolidation. Construction shows that the collapsibility absolutely eliminated and the bearing capacity of foundation is enhanced.
出处
《山西建筑》
2003年第7期63-64,共2页
Shanxi Architecture
关键词
潭陷性黄土
承载力
湿陷系数
强夯法
地基加固
collapsible loess, bearing capacity, subsidence coefficient, foundation stabilization by dynamic consolidation
