摘要
采用Cooke提出的摩擦桩的荷载传递物理模型 ,导出了抗拔桩的荷载与位移关系的理论解 ,并把理论解与模型桩试验结果进行了比较 ,计算结果与实测值基本一致 。
The load transmission model of buoyant pile suggested by Cooke is the base of this paper, a theoretical solution for the deformation of a tension piles under given load is developed. Comparisons of the results of solution with those of the model test show generally favorable agreement.The model may be referenced in engineering designing.
出处
《工业建筑》
CSCD
北大核心
2002年第11期40-41,15,共3页
Industrial Construction
关键词
抗拔桩
位移
变形
荷载
pile tension pile\ displacement\ deformation
