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A failure probability evaluation method for collapse of drill-and-blast tunnels based on multistate fuzzy Bayesian network

机译:基于多态模糊贝叶斯网络的钻出隧道塌陷故障概率评价方法

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摘要

Collapse is one of the main hazards during tunnel construction by the drill-and-blast method. In order to evaluate the collapse risk and provide a basis for risk control, a failure probability evaluation method for collapse of drill-and-blast tunnels based on the multistate fuzzy Bayesian network is proposed in this paper. First, the typical tunnel collapse cases are analyzed statistically based on the risk breakdown structure method, a fault tree model is built for drill-and-blast tunnel collapses and the causal relationships between the tunnel collapse and the influential factors, such as natural conditions, engineering geology and construction etc., are revealed. Secondly, the multiple fault states of nodes, including rock mass grade and groundwater, are described by the fuzzy numbers. The fuzzy subsets are utilized to describe the failure probability of nodes and the uncertain logic relationship between nodes described by the multistate fuzzy conditional probability table is established. In order to ensure the reliability of the survey data when evaluating the possibility intervals of the multistate fuzzy conditional probability tables and the fuzzy failure probability of root nodes, as well as taking the expert judgment ability level and subjective reliability level into consideration, an expert investigation method based on the confidence indicator is proposed. Finally, in order to fully exploit expert knowledge and empirical data, the alpha-weighted valuation method is adopted for defuzzification so as to obtain precise parameters for the conditional probability tables. The 3 sigma criterion is employed to calculate the characteristic values of triangular fuzzy numbers so as to determine the prior fuzzy failure probability of root nodes. By means of the fuzzy Bayesian inference, the proposed method is capable of calculating the probability distribution of tunnel collapse and identifying the critical risk factors under both prior knowledge and given evidence circumstances. Taking the collapse failure probability evaluation for the Xiucun Tunnel passing through the fault F18 as an example, the application results demonstrated the feasibility and efficiency of the proposed method and it can be utilized as a decision-making tool for safety risk management during tunnel construction.
机译:钻孔方法是隧道施工过程中的主要危险之一。为了评估崩溃风险并为风险控制提供基础,本文提出了基于多态模糊贝叶斯网络的钻爆隧道崩溃的故障概率评价方法。首先,基于风险击穿结构方法进行统计分析典型的隧道崩溃案例,为钻孔隧道坍塌构建故障树模型以及隧道崩溃与影响因素之间的因果关系,如自然条件,揭示了工程地质和建筑物等。其次,由模糊数描述了节点的多个故障状态,包括岩石质量等级和地下水。模糊子集用于描述节点的故障概率和由多态模糊条件概率表所描述的节点之间的不确定逻辑关系。为了在评估多态模糊条件概率表的可能性间隔和根节点的模糊失效概率时,以确保调查数据的可靠性,以及考虑专家判断能力水平和主观可靠性水平,专家调查提出了基于置信指示器的方法。最后,为了充分利用专家知识和经验数据,采用α加权估值方法进行排出,以便获得条件概率表的精确参数。采用3个Σ标准来计算三角模糊数的特征值,以确定根节点的先前模糊故障概率。通过模糊的贝叶斯推断,所提出的方法能够计算隧道崩溃的概率分布,并在先前知识和给予证据情况下确定临界风险因素。考虑到通过故障F18的XIUCUN隧道的崩溃失效概率评估作为示例,应用结果表明了所提出的方法的可行性和效率,并且它可以用作隧道施工期间安全风险管理的决策工具。

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