| 基于人工神经网络的边坡稳定性工程地质评价方法 |
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| 引用本文： | 夏元友,李新平.基于人工神经网络的边坡稳定性工程地质评价方法[J].岩土力学,1996,17(3):27-33. |
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| 作者姓名： | 夏元友 李新平 |
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| 作者单位： | 北京科技大学资源工程学院，武汉工业大学资源与环境工程系 |
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| 摘 要： | 针对边坡稳定性工程地质评价方法过分强调经验和难以定量的缺点，提出了一种基于人工神经网络的边坡稳定性工程地质评价方法（ＡＮ２Ｓ２ＥＧＥＭ），详细介绍了它的建模方法和应用实例．结果表明该方法不仅有效，而且有定量、简便、实时、自适应等优点，具有广阔的应用前景。
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| 关 键 词： | 边坡 稳定性 工程地质评价方法 人工神经网络 |
Engineering Geology Evaluation Method for Slope Stability Based on Artificial Neural Network |
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| Xia Yuanyou,Li Xinping,Zhu Ruigeng.Engineering Geology Evaluation Method for Slope Stability Based on Artificial Neural Network[J].Rock and Soil Mechanics,1996,17(3):27-33. |
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| Authors: | Xia Yuanyou Li Xinping Zhu Ruigeng |
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| Abstract: | engineering geology evaluation method for slope stability hased on artificial neural network(AN2S2EGEM) is Presented in this paper. This method eliminates the defects of the traditional engineeringgeology evaluation method: the excessive reliance on experience and difficulty in quantization. The modellingOf AN2S2EGEN is intnduced in detail. An application example is given. The application results show thatAN2S2EGEM not only is effective, but also quantitative, simple, real-time and adaptive etc. It has a wideapplication prospect. |
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| Keywords: | slope stability engineering geology evaluation method artificial neural network |
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