摘要
论述了桩基础产生位移的原因、危害防治及处理 。
This paper describes the cause of the dispacement of pile foot and the available solution of dealing with its hazard.On the base of machanical principle,the simple and reliable calculation method of pile displatements is derived.
出处
《鞍山科技大学学报》
CAS
2000年第3期216-219,共4页
Journal of Anshan University of Science and Technology
关键词
桩位移动
桩周土
振动
液化
渗透系数
pile displatement
pile periphery soil
oscillate
liquidize
coefficient of percolation
