摘要
在探讨应用岩体质量、结构面特征、边坡几何条件等方面的综合指标来反映岩质边坡稳定性特征的基础上,通过实例分析和对比验证了灰关联分析法评价岩质边坡稳定性的有效性。结果表明,灰关联分析法能作为工程地质类比分析的量化手段,应用5个综合指标来反映岩质边坡的稳定性状况和应用灰关联分析法进行稳定性评价是合理可行的。
Based on the discussion of combined indices, which reflect the factors influencing rock slope stability,such as rock quality, structural faces of rock masses and slope geometry properties, the effectiveness of employing the gray correlation method to estimate the rock slope stability is validated through examples. The results show that the gray correlation analysis method can provide quantitative measures to geological-engineering analogy and it is practical and feasible to apply the five combined indices and gray correlation analysis method to estimate the rock slope stability.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第6期915-919,共5页
Chinese Journal of Rock Mechanics and Engineering
关键词
工程地质
灰关联分析
岩质边坡
稳定性
engineering geology,gray correlation analysis,rock slope,stability estimation
