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地下工程围岩质量分级的属性数学方法
引用本文:曹洪洋,边亚东. 地下工程围岩质量分级的属性数学方法[J]. 建筑科学, 2012, 28(5): 26-29
作者姓名:曹洪洋  边亚东
作者单位:1. 石家庄经济学院勘查技术学院,石家庄,050031
2. 中原工学院土木建筑工程系,郑州,450007
基金项目:河北省自然科学基金,河南省科技攻关计划项目
摘    要:围岩稳定性分级是地下工程学科研究的重点内容。属性识别理论是近年来提出的一种数学模型,通过将此模型引入到地下工程围岩质量分类评价中,建立了基于属性识别理论的地下工程围岩稳定性分级模型。结合工程实例验证了该模型,并与灰色优化理论模型分类的结果进行了对比。研究结果表明,此模型应用于地下工程围岩稳定性分级是可行的并有其优越之处。

关 键 词:属性识别理论  地下工程  围岩分类

Attribute Recognition Theory Model of Adjoining Rock Classification
CAO Hong-yang , BIAN Ya-dong. Attribute Recognition Theory Model of Adjoining Rock Classification[J]. Building Science, 2012, 28(5): 26-29
Authors:CAO Hong-yang    BIAN Ya-dong
Affiliation:1.College of Prospecting Techniques,Shijiazhuang University of Economics,Shijiazhuang 050031,China;2.Department of Civil Engineering and Architecture,Zhongyuan University of Technology,Zhengzhou 450007,China)
Abstract:The adjoining rock classification of underground engineering is an important part of the underground construction subject.The theory of attribute recognition as a mathematical model is presented in recent years.The model for adjoining rock stability classification of the underground engineering is presented based on the attribute recognition theory.Combined with the practical engineering,the model is applied.The result is compared with the grey optimal theory model.It shows that the proposed model is more reasonable.
Keywords:attribute recognition theory  underground engineering  adjoining rock classification
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