摘要
通过采用深层搅拌法加固场地内局部软弱土层,达到了设计对承载力及变形的要求,解决了软土地基加固这一难题.检测结果表明,该工程复合规范要求,质量合格.
Aiming at solving the problem of soft soil foun deep mixing method to stabilize local soft soil layer, and wit capacity and deformation is achieved. Test results show that tion stabilization, this paper introduces the this method the requirement about bearing e project meets the requirement of standard specification with its good quality.
出处
《徐州工程学院学报(自然科学版)》
CAS
2009年第4期34-36,共3页
Journal of Xuzhou Institute of Technology(Natural Sciences Edition)
关键词
深层搅拌法
置换率
复合地基承载力
复合地基
deep mixing method
replacement ratio
bearing capacity of composite foundation
composite foundation