不稳定斜坡的稳定性评价研究

Evaluation of Stabilization on Unstable Slope

不稳定斜坡的危害可以达到重大级,而不稳定斜坡的稳定性分析和评价是其研究的核心问题。本文在研究不稳定斜坡的背景条件和基本特征基础上,采用定量的极限平衡法与定性的工程地质分析法相结合的方法,评价了海啊集团—新场村不稳定斜坡稳定性问题及其潜在危害性。本文的研究方法和结论可以作为同类边坡的参考和推广应用。

The hazard is heavy in unstable slope, and its core problem is the stability analysis and evaluation. Based on the background and fundmental characteristic, Combinating the quantitative limiting equlibrium with the qualitative engineering geology analogism, this article evaluated the stability problem and its potential hazardness on Hai-A Group--Xin-Chang Vil- lage unstable slope; The results is that this slope is in critically stable condition and it occurs to slide in condition of heavey rainfall duration. This study methods and results is a reference for the like-kind slope.