Then the relationship of the ultimateresistance between round section pile and rectangle section pile is investigated.
并讨论了“圆型截面桩”与“矩形截面桩”极限阻力计算公式的近似转换。
2
Piles with various diameters and soil parameters are adopted in analyses; and the influences of these factors on the ultimateresistance of anti-slide pile are investigated.
In its ultimate form, resistance to change results in paralysis; that is, the manager affected by it cannot make decisions or lead initiatives in response to change.