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Risk Control Technology for Water Inrush during the Construction of Deep, Long Tunnels

机译:深度,长隧道施工过程中涌出风险控制技术

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Water inrush is one of the main disasters occurring during tunnel construction in complex geological areas: once it happens, it can cause economic losses, casualties, and delay. Based on risk analysis and management, a risk control scheme is proposed as an effective means to control the risk of such a disaster; however, there are some deficiencies in existing research because the impacts of human factors on the risk of water inrush, dynamic changes in risk information during construction, and the diversity of types of water inrush are neglected. To enrich the research results of water inrush risk control and improve the effect of water inrush risk control, we first use the advantages of Bayesian network to analyse risk events, construct a Bayesian network structure chart of water inrush risk during construction, and propose a fuzzy probability risk analysis model for water inrush. The model can quickly track changes in risk information and diagnose the cause of water inrush disasters while providing an early warning thereof. In addition, considering that the diversity of water inrush types leads to differences in water inrush mechanisms, we believe that the formulation of any water inrush risk control scheme must be combined with water inrush mechanism analysis; therefore, we take a nondefect generated water inrush in front of the tunnel as a representative case and analyse the possible mechanism of water inrush through the stability analysis of the water-resisting strata. Then, based on the results of risk analysis and an analysis of the water inrush mechanism, a reasonable risk control scheme for water inrush is derived.
机译:水中涌入是复杂地质区域隧道建设期间发生的主要灾害之一:一旦发生,它会导致经济损失,伤亡和延误。基于风险分析和管理,建议风险控制方案作为控制此类灾难风险的有效手段;然而,现有研究存在一些缺陷,因为人类因素对水中涌入风险,施工期间风险信息的动态变化的影响,忽略了水涌的多样性。为了丰富水中风险控制的研究结果,提高水中风险控制的影响,我们首先利用贝叶斯网络的优势来分析风险事件,建造施工期间的贝叶斯网络结构图,并提出模糊潮水概率风险分析模型。该模型可以快速跟踪风险信息的变化,并诊断水涌灾害的原因,同时提供其预警。此外,考虑到水浪涌类型的多样性导致水中涌入机制的差异,我们认为任何水涌入风险控制方案的配方必须与水中机制分析相结合;因此,我们在隧道前面采用了一个非义的水涌作为代表性案例,并通过抵抗水层的稳定性分析来分析水涌的可能机制。然后,基于风险分析的结果和水中涌入机制的分析,推导出用于水涌出的合理风险控制方案。

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