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软土中承受竖向荷载被动曲桩的粘弹塑性分析
引用本文:王桂钦,茜平一,雷卫民.软土中承受竖向荷载被动曲桩的粘弹塑性分析[J].武汉大学学报(工学版),1998(2).
作者姓名:王桂钦  茜平一  雷卫民
基金项目:高等学校博士学科点专项科研基金
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.

关 键 词:被动曲桩  粘弹塑性  竖向荷载

Viscoelastoplasticity Analysis of Passive Bending Pile under Vertical Load in Soft Soil
Wang Guiqin\ Qian Pingyi\ Lei Weimin.Viscoelastoplasticity Analysis of Passive Bending Pile under Vertical Load in Soft Soil[J].Engineering Journal of Wuhan University,1998(2).
Authors:Wang Guiqin\ Qian Pingyi\ Lei Weimin
Affiliation:College of Water Resources
Abstract: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..
Keywords:passive bending pile  viscoelastoplasticity  vertical load  
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