结果表明，随着充填度的增大，分形节理抗剪强度总体上呈非线性减小。
The results showed that the shear strength of fractal joints decreases nonlinearly as the filling percentage increased.
自然岩石节理表面轮廓线可以看作为分形曲线。
Joint profiles of natural rock can be considered as fractal curves.
用随机分形产生的曲线代替自然节理剖面进行分析，会给研究人员带来极大的方便。
The curves generated by random fractal method simulating natural joint profiles in analysis will bring great convenience in researches.
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