摘要
由于复杂的地质情况,某新建中学工程静压管桩在施工中出现管桩有效桩长未达到设计的要求。本文对采用引孔压桩法解决该问题的实际效果进行分析和反思,并谈谈自己的一些体会,希望对类似问题处理有一定的参考。
As a result of complex geological conditions,it appears that the effective pipe length does not meet the design requirements in a new secondary school construction project of static pressure pipe.In this article,it cited the use of pore pressure piles to solve the problem of the actual results for analysis and reflection,and to talk about some experience.And some reference is put forward to deal with similar problems.
出处
《建筑监督检测与造价》
2009年第4期56-60,共5页
Supervision Test and Cost of Construction
关键词
PHC管桩
静压沉桩
复杂地基
有效桩长
PHC Piles
hydrostatic pile driving
the complexity of the foundation
effective pile length