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Research on Surrounding Rock Stability by Ideal Point- Rough Set Efficacy Coefficient Method

机译:理想点粗糙设定功效系数法研究周围岩石稳定性

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The ideal point method is a kind of multiple-goal decision analysis method, the basic idea is to construct the ideal and anti-ideal solution of multi attribute problem, with degree that near ideal solution and away from the anti-ideal solution as the basis to judge each evaluation object. Based on the basic principle of ideal point method, and comprehensive consideration of the actual geological conditions of Qingdao metro, we selected rock compressive strength, integrity coefficient, structure surface behavior, groundwater and softening coefficient as the evaluation factors of surrounding rock stability, and used the rough set theory to determine the index weight. At last, established the evaluate model for the surrounding rock stability of metro based on the rough set efficacy coefficient method. The research show that the stability analysis results are consistent with the actual excavation, so using rough set efficacy coefficient method to analysis surrounding rock stability of Qingdao Metro is feasible, which provides a new idea for the stability analysis of surrounding rock.
机译:理想点方法是一种多目标决策分析方法,基本思路是构建多属性问题的理想和反理想解决方案,具有在理想的解决方案附近和远离反理想解决方案的基础判断每个评估对象。基于理想点法的基本原理,全面考虑青岛地铁的实际地质条件,我们选择了岩石抗压强度,完整系数,结构表面行为,地下水和软化系数作为周围岩石稳定性的评价因素,并使用粗糙集理论确定索引权重。最后,基于粗糙设定效能系数法建立了地铁周围岩石稳定性的评价模型。研究表明,稳定性分析结果与实际开挖一致的,因此,使用粗糙集功效系数法对周围青岛地铁的岩石稳定性分析是可行的,它提供了围岩的稳定性分析的新思路。

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