摘要
螺旋锚片锚杆（简称螺旋锚）是一种利用深层土体抗力的锚固结构。笔者通过室内模型试验对螺旋锚的倾斜角度对其上拔承载力的影响及其上拔破坏机理进行了研究和探讨。根据试验结果。
Laboratory model test results for the ultimate anti uplift capacity of inclined anchor plates in sand have been presented.By quantitative analysis,the ultimate uplift capacity of inclined anchors is alike as compared with vertical screw anchors in the same embedded depth.
关键词
螺旋锚
倾斜角
上拔极限承载力
上拔位移
inclined anchors
vertical screw ancho inclined angular
vertical embedded depth
the ultimate anti uplift capacity
uplift displacement
