ultimate resistance

基本解释

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。
The prediction method of ultimate resistance capacity and the whole load-displacement curve under the limited data are discussed in detail.
介绍了运用灰色理论在有限的实测数据条件下预测锚杆极限抗拔力以及完整的拉拔荷载—位移关系的方法。
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。