摘要
利用弹性理论建立了半无限弹性平面体地基上垂直荷载桩的力学模型,推导出静力分析的基本方程,给出了垂直荷载桩静力分析的弹性理论求解方法。实例表明,考虑桩身摩擦力的相互作用较符合实际,为垂直荷载桩的计算探索出一种较合理的计算理论。
The elastic theory is used in this essay, the static model of foundation pile on semi-infinite plane is established, and the equation of static analysis of foundation pile by vertical loading is given. It is shown that the results of the method are in agreement with that of the other reports.
出处
《水电能源科学》
2008年第2期126-128,共3页
Water Resources and Power
关键词
半无限弹性平面体
桩
力学模型
基本方程
elastic semi-infinite plane
pile
dynamic model
basic equation
