通过对顺层边坡岩体结构屈曲和后屈曲变形因素的分析，提出了以位移形式表示的层状边坡溃屈破坏的上限值。
The upper bound for buckling failure of bedding slope is derived in the form of displacement by researching buckling deformation factors.
首先把原来缝合之处折开，然后以尺屈腕肌转移至桡屈腕肌上来重建腕部屈曲。
The original anastomosis was divided first. FCU was transferred to FCR to restor wrist flexion.
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