| 边坡稳定性分析预测的综合指标模型 |
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| 引用本文： | 沈良峰,张永红,廖继原. 边坡稳定性分析预测的综合指标模型[J]. 建筑科学, 2003, 19(3): 30-33 |
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| 作者姓名： | 沈良峰 张永红 廖继原 |
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| 作者单位： | 1. 湖南科技大学土木工程系,湖南,湘潭,411201
2. 镇江市规划设计研究院,江苏,镇江,210001 |
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| 摘 要： | 依据模糊数学的基本原则和方法，根据影响边坡稳定性主要的内在和外在因子，建立边坡稳定性分析预测的综合指标模型，得到边坡稳定性等级分类指数，据此判断出边坡的稳定性情况。工程实例分析结果表明，将该模型应用于实际工程中。具有较好的可靠性，显示出一定的优越性，可应用于边坡工程稳定性的辅助评价。
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| 关 键 词： | 边坡 稳定性 模糊数学 土木工程 |
| 文章编号： | 1002-8528(2003)03-0030-04 |
Comprehensive Guideline Model for Slope Stability Analysis and Forecasting |
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| SHEN Liang-feng ,ZHANG Yong-hong ,LIAO Ji-yuan. Comprehensive Guideline Model for Slope Stability Analysis and Forecasting[J]. Building Science, 2003, 19(3): 30-33 |
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| Authors: | SHEN Liang-feng ZHANG Yong-hong LIAO Ji-yuan |
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| Affiliation: | SHEN Liang-feng 1,ZHANG Yong-hong 2,LIAO Ji-yuan 1 |
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| Abstract: | This article establishes a comprehensiveevaluation guideline modelof slope stability analysis and forecasting based on the basic principles and means of fuzzy mathematics,with the main internal and external divisors,thereby the rank index for the slope stability is obtained,then the slope stability condition is evaluated.The analytical results of project exampleshow that this methodhas good reliability and somesuperiority.So it can be applied for the assistant evaluation of slope stability.[ |
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| Keywords: | comprehensiveevaluation slope stability internal divisor external divisor |
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