摘要
三峡库区地质环境复杂多变,影响边坡稳定的因素多种多样。通过不同的方式对边坡稳定性进行评价,结合工程地质条件,分析坡体失稳的主要因素。计算表明,滑坡在暴雨等作用下,处于临界蠕滑状态,据此提出了相应的工程治理方案。
The geological and environmental conditions in the Three Gorges Reservoir Area are complicated. Many variables could affect the slope stabilities. Based on the engineering geology conditions, geotechnical investigation data, main factors that may potentially contribute to the slope instabilities are identified. Analytical results indicate that the slopes are often at the critical creeping state after the heavy precipitations. Mitigation methods are proposed based on the analytical results.
出处
《土工基础》
2012年第2期21-24,共4页
Soil Engineering and Foundation
关键词
边坡
稳定性分析
治理措施
Slope Stability,Stability Analysis, Landslide Mitigations
