The strength of the joint affects the ultimate bearing capacity of jointed rock foundations greatly unless the obliquity is too small or too large.
节理强度对岩石地基的极限承载力影响很大，但当节理倾角比较小或比较大时，节理的强度对计算结果的影响并不显著。
The results show that there is the influence of the flank and the hoop and the arch to the ultimate bearing capacity of the weakened section of the joint.
通过对比研究，探讨板、箍筋及拱的作用对混凝土极限承载力的影响。
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