摘要
介绍了人工挖孔灌注桩的特点,适用的地质条件和单桩承载力的计算方法,结合某工程对端承桩和摩擦桩分别进行了计算和比较,就施工中出现的一些问题给出了处理方法。
The paper introduces features of artificial drilled piles, suitable geologic condition and calculation of pile bearing capacity. combined with a example project, calculations for end-bearing pile and friction pile are done and compared. solution is presented for some problems appeared in the construction process.
出处
《工程建设与设计》
2004年第9期23-25,共3页
Construction & Design for Engineering
关键词
人工挖孔灌注桩
桩基
单桩承载力
端承桩
摩擦桩
artificial drilled piles
pile foundation
pile bearing capacity
end-bearing pile
friction pile
