1) damage coefficient of bearing capacity
承载力损伤系数
2) coefficient of bearing capacity
承载力系数
1.
It discusses the effect which determine rationality of geometric design for pile foundation by analyzing coefficient of bearing capacity in unity pile、depth effect of pile and group effect of piles, points out how to choose pile diameter、slenderness ratio、spacing of pile and horizontal layout of pile under definite condition to improve bearing capacity of unity pile and ratio of piles.
通过对单位桩体材料提供的承载力系数以及桩的深度效应和群桩效应问题的讨论与分析,简述了它们对桩基几何设计合理与否的制约作用,提出在一定技术条件下,如何选择合理的桩径、长径比、桩间距和如何确定桩的平面布置问题,以尽可能地提高单位桩体材料的承载能力和群桩效率。
3) bearing capacity factor
承载力系数
1.
By analyzing the relationship between ultimate bearing capacity factors under different tests and K0 value or effective angle of internal friction some beneficial results.
通过对不同试验情况下的极限承载力系数及其与K0或有效内摩擦角的系统进行分析，得出了一些有益的结果。
4) uplift capacity factor
抗拔承载力系数
1.
The actual study of uplift capacity factor λ is reviewed.
对抗拔承载力系数λ进行简要评述,通过对3个工程实例的Q-s曲线进行数学方法拟合,得出其极限抗拔承载力,同时按照规范方法计算其单桩极限抗拔承载力,然后对两者关系进行比较。
5) efficiency factor of bearing capacity
承载力发挥系数
1.
Because of the design-theory and the method of calculation are not mature,so that the efficiency factor of bearing capacity can not be selected accurately.
但是多元复合地基的设计理论和计算方法并不成熟,承载力发挥系数无法精确选取。
6) capacity correct coefficient
承载力修正系数
1.
The influence of capacity intensity exert coefficient and capacity correct coefficient for the capacity based on the force balance is discussed.
从多元复合地基受力条件出发,研究了强度发挥系数和承载力修正系数对多元复合地基承载力的影响,阐述了多元复合地基承载力确定的2种方法,即试验法和分析与经验相结合的方法。
补充资料：承载
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参考词条