摘要
针对武汉某大厦介绍了其场地地质条件、原基础设计及桩基事故现象 ,分析了桩基发生事故的原因 ,着重阐述了对该桩基事故的处理措施和加固设计效果 。
The geologic site condition and original foundation design and pile foundation accident appearance is described. The pile foundation accident is analyzed. The treatment method and strengthening design effect of this pile foundation accident is mainly analyzed. A new method for the construction execution of work and the treatment of the same type foundation is also provided.
出处
《华中理工大学学报》
CSCD
北大核心
2000年第5期108-110,共3页
Journal of Huazhong University of Science and Technology
关键词
高层建筑
桩基
深基坑
事故分析
加固设计
high building
pile foundation
deep foundation pit
accident analysis
strengthening design