Then the relationship of the ultimate resistance 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。
Piles with various diameters and soil parameters are adopted in analyses; and the influences of these factors on the ultimate resistance of anti-slide pile are investigated.
对不同桩径及不同土体力学参数情况下的桩极限阻力进行了分析，研究了桩径及土体参数等因素对桩极限阻力的影响。
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.
这就是终极形式，抵制改变就会导致麻木，即受到影响的管理者无法做出决策或无法主动采取措施应对改变。
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