| 灰色优化理论模型在地下工程围岩稳定性分类中的应用 |
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| 引用本文： | 冯玉国. 灰色优化理论模型在地下工程围岩稳定性分类中的应用[J]. 岩土工程学报, 1996, 18(3): 62-66 |
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| 作者姓名： | 冯玉国 |
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| 作者单位： | 冶金工业部山东岩土工程勘察总公司第三工程处； |
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| 摘 要： | 根据灰色关联分析原理，将待分类的地下工程围岩指标组成参考数列，地下工程围岩稳定性分类标准指标组成被比较数列，运用扩展的最小二乘方准则构造目标函数，建立了地下工程围岩稳定性分类灰色优化理论模型。结合实例说明了该模型的应用，并与用模糊数学方法分类的结果进行了对比。
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| 关 键 词： | 灰色优化理论模型 地下工程 围岩 稳定性分类 |
Application of Grey Optimal Theory Model in the Stability Classification of Adjoining Rock of Underground Construction |
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| Feng Yuguo. Application of Grey Optimal Theory Model in the Stability Classification of Adjoining Rock of Underground Construction[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(3): 62-66 |
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| Authors: | Feng Yuguo |
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| Affiliation: | Shandong Geotechnical Investigation and Surveying Co. MMI Yantai |
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| Abstract: | According tO the principle of grey correlation analysis, the reference number series are composed of the indices of the adjoining rock to be classified in underground constr-notion. Compared series are composed of the indices of the classification standards for the adjoining rock in underground construction. A grey optimal theory model for the stability classification of adjoining rock is established through the extended principle of minimum square.Combined with practical examples, its application is described and the results are compared with those of fuzzy mathematics. |
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| Keywords: | grey optimal theory model underground construction adjoining rock stablilty classification. |
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