摘要
利用Mindlin位移解答导出超长摩擦桩侧阻力的弹性解 ;讨论了超长摩擦桩的受力特征及其影响因素 ,推导出了超长摩擦桩的极限承载力表达式 。
Based on Mindlin's solution of displacement,an elastic solution of the lateral frictional resistance for ultralong friction pile is derived. The mechanical characteristics and the influence factors of ultralong friction pile are discussed. And then the ultimate bearing capacity of slime friction pile is given. A theoretical principle is provided for design and calculation of ultralong friction pile.
出处
《湘潭大学自然科学学报》
CAS
CSCD
2002年第3期108-110,共3页
Natural Science Journal of Xiangtan University
基金
湖南省自然科学基金资助项目 (0 0JJY2 0 5 5 )
