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王迎超, 孙红月, 尚岳全, 祝末. 基于特尔菲–理想点法的隧道围岩分类研究[J]. 岩土工程学报, 2010, 32(4).
引用本文: 王迎超, 孙红月, 尚岳全, 祝末. 基于特尔菲–理想点法的隧道围岩分类研究[J]. 岩土工程学报, 2010, 32(4).
Classification of surrounding rock based on Delphi method and ideal point method[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4).
Citation: Classification of surrounding rock based on Delphi method and ideal point method[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(4).

基于特尔菲–理想点法的隧道围岩分类研究

Classification of surrounding rock based on Delphi method and ideal point method

  • 摘要: 基于理想点法的基本原理,选取岩石单轴饱和抗压强度Rc、岩石质量指标RQD、岩体完整性系数Kv、结构面强度系数Kf 、地下水渗水量ω作为评价指标,通过特尔菲科学方法确定其权重系数,建立隧道围岩分类模型,并利用广州抽水蓄能电站第1期工程围岩实测资料进行模型检验。结果表明:特尔菲–理想点法判别结果与实际围岩类别大致相同,且和人工神经网络判别结果、突变级数法判别结果基本符合,从而验证了特尔菲–理想点法用于围岩分类是可行的。最后,运用建立的特尔菲–理想点法围岩分类模型对浙江省诸永高速公路西华岭隧道围岩类别进行判别,经计算分析发现,所选洞段围岩判定结果与设计围岩类别相吻合,进一步证明了该方法用于隧道围岩分类的合理性和有效性。这一方法在西华岭隧道中的成功应用,不仅可以为该隧道设计、施工提供参考,同时对以后同类隧道工程围岩分类有一定的参考价值。

     

    Abstract: Based on the ideal point method, the uniaxial compressive strength, rock quality designation, integrality coefficient of rock mass, strength coefficient of structural plane and seepage measurement of groundwater are selected as evaluation indexes. The weight coefficients of these evaluation indexes are determined by the Delphi method. Then, a model for classification of surrounding rock of tunnels is established, and it is verified by the surrounding rock mass data of the first stage project in Guangzhou Pumped-Storage Power Station. The results show that the Delphi method and ideal point method are of excellent performance, and their results are basically the same as those from the artificial neural network and catastrophe progression methods. The Delphi method and ideal point method are feasible to classify surrounding rock. Finally, the proposed model based on the Delphi method and ideal point method is applied to Xihualing tunnel of Zhuji-Yongjia Expressway in Zhejiang Province. The results are in good agreement with the practical situation of surrounding rock, which proves that the ideal point method used to classify the surrounding rock of expressway tunnel is reasonable and effective. The successful application of this method not only provides the basis for the design and construction of the expressway tunnel, but gives references for the classification of surrounding rock in other similar highway tunnel projects.

     

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