摘要
通过对炼铁分厂第一食堂桩基础设计分析,总结了近年天津铁厂桩基础设计中的一些设计经验,并介绍了大直径人工挖孔灌注桩极限承载力的验算方法。
By analysing the pile base design of No. 1 dining - room in Iron - making Branch Plant, the experience of pile base operation in recent years has been summerized, and the checking method of limit bearing capacity of large size grouting pile in man - drua hole is introduced.
出处
《天津冶金》
CAS
2001年第6期58-60,共3页
Tianjin Metallurgy
关键词
桩基础
端承桩
端阻力
负摩擦力
湿陷性黄土
pile base end bearing pile end resistance nagative friction subsidence loess