由于其岩体结构的复杂性，将给边坡稳定性及防护带来一定的困难。
Because of complex structure of rock body, there are many difficulties in calculating and protecting slope stability.
通过对K49+185、K63+200两个工点的分析设计，介绍了一种适合山区高等级公路高边坡稳定性分析及防护设计的电算方法。
Through analysis and designing of K49+185 and K63+200, introduces a electricity designing method for stability analysis and protecting design.
并通过稳定计算及分析变形监测结果，对边坡竣工后的加固效果进行评价，并提出合理的加固防护措施保证边坡稳定。
By the analysis of stability calculating and the monitoring result, this paper gives a evaluation of its effect, and propose reasonable protective measures to ensure slope stability and consolidation.
并通过稳定计算及分析变形监测结果，对边坡竣工后的加固效果进行评价，并提出合理的加固防护措施保证边坡稳定。
By the analysis of stability calculating and the monitoring result, this paper gives a evaluation of its effect, and propose reasonable protective measures to ensure slope stability and consolidation.
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