该文结合工程实例，综合分析研究了岩质高边坡的潜在滑动面。
The paper studies potential sliding surface of high rock slope using comprehensive analysis method integrated with an engineering case.
渐近性破坏定义为在统计均质土体中，沿着潜在滑动面破坏区空间地和连续地扩展。
The progressive failure is defined as the failure area develops in space and continually along the potential slide carved surface in statistical even soil.
圆弧条分法是分析土坡稳定性的一种简单而有效的方法，但在确定潜在滑动面时较为繁琐，需反复试算。
The circle sliced method is a simple and effective way to analyze stability of earth slope. As searching the most possible sliding surface, tentative computation process is complicated.
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