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灰关联分析法在岩质边坡稳定性评价中的应用
引用本文:朱玉平,莫海鸿.灰关联分析法在岩质边坡稳定性评价中的应用[J].岩石力学与工程学报,2004,23(6):915-919.
作者姓名:朱玉平  莫海鸿
作者单位:1. 华南理工大学土木工程系,广州,510640;广东省地质建设工程集团公司,广州,510080
2. 华南理工大学土木工程系,广州,510640
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。

关 键 词:工程地质  灰关联分析  岩质边坡  稳定性
文章编号:1000-6915(2004)06-0915-05
收稿时间:2002-4-1
修稿时间:2002-10-11

APPLICATION OF GRAY CORRELATION ANALYSIS TO ROCK SLOPE STABILITY ESTIMATION
Zhu Yuping,Mo Haihong.APPLICATION OF GRAY CORRELATION ANALYSIS TO ROCK SLOPE STABILITY ESTIMATION[J].Chinese Journal of Rock Mechanics and Engineering,2004,23(6):915-919.
Authors:Zhu Yuping    Mo Haihong
Affiliation:Zhu Yuping1,2,Mo Haihong1
Abstract: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.
Keywords:engineering geology  gray correlation analysis  rock slope  stability estimation
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