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    Volume 47 Issue 6
    Jun.  2022
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    Article Navigation >  Earth Science  > 2022  >  47(6): 2130-2148
    Zhou Hang, Liao Xin, Chen Shikuo, Feng Tao, Wang Zhimin, 2022. Rockburst Risk Assessment of Deep Lying Tunnels Based on Combination Weight and Unascertained Measure Theory: A Case Study of Sangzhuling Tunnel on Sichuan-Tibet Traffic Corridor. Earth Science, 47(6): 2130-2148. doi: 10.3799/dqkx.2021.170
    Citation: Zhou Hang, Liao Xin, Chen Shikuo, Feng Tao, Wang Zhimin, 2022. Rockburst Risk Assessment of Deep Lying Tunnels Based on Combination Weight and Unascertained Measure Theory: A Case Study of Sangzhuling Tunnel on Sichuan-Tibet Traffic Corridor. Earth Science, 47(6): 2130-2148. doi: 10.3799/dqkx.2021.170
    shu

    Rockburst Risk Assessment of Deep Lying Tunnels Based on Combination Weight and Unascertained Measure Theory: A Case Study of Sangzhuling Tunnel on Sichuan-Tibet Traffic Corridor

    doi: 10.3799/dqkx.2021.170
    • 1.

      China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China

    • 2.

      Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu 611756, China

    • Received Date: 2021-07-22
    • Publish Date: 2022-06-25
      Abstract
    • Aming at the uncertain factors in the rockburst risk assessment of deep lying tunnels in complex mountainous areas, the unascertained measurement theory was used to establish a tunnel rockburst risk evaluation model. By summarizing and analyzing the rockburst failure characteristics and key influencing factors of deep lying tunnels under typical high geostress conditions, 5 evaluation indexes were determined from three levels that objectively reflect the high geostress environment, rock mechanical properties and surrounding rock properties. In order to fully consider the subjective and objective factors of rockburst risk assessment, by introducing a distance function, using the combination of entropy weight method and analytic hierarchy process to construct a combination weighting method, and comprehensively determined the weight coefficient of each index. Based on the unascertained measurement theory and calculation rules, it constructed a linear single-index measurement function according to the rockburst risk classification standard. By calculating the single-index measurement evaluation matrix and the multi-index measurement vector, the rockburst risk assessment was carried out according to the confidence criterion. The unascertained measurement model of rockburst risk assessment was applied to the Sangzhuling tunnel of the Sichuan-Tibet traffic corridor. The evaluation accuracy was compared with that obtained from single index criteria such as strength-stress ratio method, Russenes criterion, rock brittleness coefficient, rock mass integrity coefficient, rock elastic energy index and the actual rockburst results. The research results show that the accuracy rate of the evaluation result of the model is 94.4%, which is 16.7%-66.7% higher than that of the single-index rockburst criterion.

       

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