摘要
采用数值方法，对软土中承受竖向荷载的被动曲桩的形成过程和受荷过程进行了研究．研究表明：软土的蠕变性状、初始挠度、桩顶约束条件等对曲桩受力特性有较大影响．
For soft soil,the passive bending pile under vertical load is analyzed by two processes of forming and loading.In loading process,the viscoelastoplasticity model is set up.The study shows that the performance of the bending pile is influenced by the creep behavior of soft soil,initial horizontal deflection and the head restraint condition of pile etc..
出处
《武汉水利电力大学学报》
CSCD
1998年第2期14-17,共4页
Engineering Journal of Wuhan University
基金
高等学校博士学科点专项科研基金
关键词
被动曲桩
粘弹塑性
竖向荷载
软土地基
passive bending pile
viscoelastoplasticity
vertical load.
