摘要
在工程设计实践中 ,根据《建筑桩基技术规范》(JGJ94— 94 )计算桩基沉降量往往偏大很多 ,甚至计算值是实测值的 1 0倍。阐明了产生这种差距的主要原因 。
In engineering design practice,the pile settlement calculated base on JGJ94\_94 code is much larger than the practical settlement,even calculating numeric is ten times of testing numeric. Deviation between calculating and testing settlement is interpreted.And modified calculation method is proposed.
出处
《建筑结构》
CSCD
北大核心
2001年第10期26-27,共2页
Building Structure
关键词
桩基
附加应力
沉降量
pile foundation
settlement
superimposed stress
