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岩体边坡稳定性的可拓聚类预测方法研究
引用本文:谢全敏,夏元友. 岩体边坡稳定性的可拓聚类预测方法研究[J]. 岩石力学与工程学报, 2003, 22(3): 438-441
作者姓名:谢全敏  夏元友
作者单位:武汉理工大学岩土与环境工程研究所,武汉,430070
基金项目:霍英东教育基金(71018),教育部高校骨干教师资助计划项目
摘    要:基于物元模型和聚类分析,提出了岩体边坡稳定性的可拓聚类预测方法。利用岩体边坡稳定性等级和影响因子,构造经典域物元和节域物元,应用物元和可拓集合中的关联函数,建立了岩体边坡稳定性等级聚类预测的简单模型,通过聚类分析,得到了岩体边坡稳定性的预测结果。实例分析结果表明该方法是可行的。

关 键 词:岩石力学 岩体 边坡 稳定性 可拓集合 聚类分析 预测
文章编号:1000-6915(2003)03-0438-04
收稿时间:2001-05-10
修稿时间:2001-05-10

EXTENSION CLASSIFICATION PREDICTION METHOD FOR THE STABILITY OF ROCK-MASS SLOPES
Xie Quanmin,Xia Yuanyou. EXTENSION CLASSIFICATION PREDICTION METHOD FOR THE STABILITY OF ROCK-MASS SLOPES[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(3): 438-441
Authors:Xie Quanmin  Xia Yuanyou
Abstract:Based on the matter-element model and the classified analysis method,an extension classification prediction method for the stability of rock-mass slopes is proposed. In the method,the stability types and the influence factors on rock-mass slopes are used to set up the classical and limited matter elements. A simple forecasting model of the stabilyty types of rock-mass slopes is established by applying the correlated functions of matter elements and extension sets. The predicting results of the stability of rock-mass slopes are obtained by applying the classified analysis. The analyzing results of an example show that the proposed method is available.
Keywords:rock mechanics  stability of rock-mass slopes  extension set  classified analysis  predicting method
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