摘要
采用桩的剪切位移荷载传递法和弹性力学理论 ,导出扩底抗拔桩的荷载与位移关系的理论解 ,并对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 。
A theoretical solution for the deformation of a pedestal tension pile under a given load is developed using load transmission model of buoyant pile suggested by Cooke and elastic mechanical theory.Comparisons of the results of the solution with those of the model test show generally favorable agreement. The method for the calculation accuracy of deformation of single tension pile,which presents a theoretical basis for design of tension piles is also improved.
出处
《工业建筑》
CSCD
北大核心
2003年第6期40-41,共2页
Industrial Construction
关键词
扩底抗拔桩
变形
位移
荷载
承载力
pedestal tension pile displacement deformation calculation method
