摘要
介绍了该工程所处场地地质条件和结构特征以及基础设计情况 ,表述了在桩基础施工中压桩机实际控制值与理论值的偏差 ,分析了该偏差发生的原因 。
This paper presents some facts concerning geological conditions, structural feat ures of the construction site and foundation design, describes deviation between press pile hammer's actual control value and theoretical one during piling and its cause. In conclusion, the paper offers suggestion on how to cope with simila r phenomena that might occur.
出处
《武汉工程职业技术学院学报》
2003年第3期21-23,26,共4页
Journal of Wuhan Engineering Institute
关键词
预制静压桩
施工控制
静载试验
对比分析
prefabricated static-pressure pile
construction cont rol
dead test
contrastive analysis
