摘要
通过青岛瑞海馨苑基坑工程的实践,对淤泥质土开挖基坑进行强夯及强夯置换法支护的工艺进行了总结和理论分析.理论分析和实际施工的效果证明强夯及强夯置换法基坑支护是一种安全可行的基坑支护方法.总结了强夯及强夯置换在基坑边坡支护中应注意的问题,对今后以强夯及强夯置换法作为基坑支护工艺的类似工程的设计和施工提供了理论依据和施工经验.
On the practice of foundation pit engineering at Ruihai Xinyuan,Qingdao,this paper analyzes the dynamic compaction and dynamic replacement of mucky soils. It also proves that the dynamic compaction and dynamic replacement is a safe method of foundation supporting,according to the effect of the dynamic compaction and dynamic replacement to slope reinforcement based on analyses and actual construction. It also discusses the problems in the progress of the dynamic compaction and dynamic replacement, offers basis and experience for design and construction of similar projects using dynamic compaction and dynamic replacement.
出处
《青岛理工大学学报》
CAS
2012年第6期61-66,共6页
Journal of Qingdao University of Technology
关键词
强夯
强夯置换
碎石墩
dynamic compaction
dynamic replacement
gravel pier