摘要
采用弹性理论法分析了抗拔桩的荷载传递机理,推导了抗拔桩的荷载与位移关系表达式,并对一工程实例进行计算,其结果与试验值在弹性阶段较为吻合,可供抗拔桩基础设计参考。
Based on elastic method,it is analyzed load transfer mechanism of uplift pile,and the expression of uplift pile's deformation under a given load is also deduced.Combining with a case history,the results calculated by this method and the tested results show a good agreement in elastic phase,which may be a reference for design of uplift pile foundation engineering.
出处
《工业建筑》
CSCD
北大核心
2006年第z1期707-709,682,共4页
Industrial Construction
关键词
抗拔桩
弹性理论
位移
变形
uplift pile elastic theory displacement deformation
