摘要
分析大直径单桩的竖向荷载传递机理与传递形状,其变形特征为缓变型．不具有明显的破坏特征点,由此论述了荷载传递形状随有关因素的变化,并详述了影响大直径桩竖向承载力的各种因素．
This paper analyzes the vertical loading transmission mechanism of major-diameter single stake and its transmitting shape. Since its deformation is slow and has no distinct destruction ,the paper proposes that the loading transmission shape changes according to relevant elements. Then, it expounds various dements which influence the vertical loading force of major-diameter stake.
出处
《河北建筑工程学院学报》
CAS
2006年第4期6-9,共4页
Journal of Hebei Institute of Architecture and Civil Engineering
关键词
大直径单桩
荷载传递
侧摩阻力
端阻力
major - diameter single Stake
loading transmission
side friction drag
end drag
