赤平极射投影法在路堑岩质边坡稳定性评价中的应用

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本文通过对赤平极射投影的原理的介绍,结合边坡岩体破坏的三个必要条件及滑动块体的力学分析,对边坡岩体进行稳定性分析,介绍了极限稳定坡角的确定方法,并结合工程实例,证明了该方法在路堑岩质边坡稳定性评价中的实用性。 Based on the introduction of the principle of the polar flat projection and the three necessary conditions for the failure of the slope rock mass and the mechanical analysis of the sliding block, the stability analysis of the slope rock mass is introduced, and the method of determining the ultimate stable slope angle , And combined with engineering examples, proved the practicability of this method in the stability evaluation of the road rock slope.
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