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基于高斯Copula贝叶斯模型的盾构下穿既有隧道施工风险的分析

吴忠坦

吴忠坦. 基于高斯Copula贝叶斯模型的盾构下穿既有隧道施工风险的分析[J]. 工业建筑, 2023, 53(11): 55-64. doi: 10.13204/j.gyjzG22103112
引用本文: 吴忠坦. 基于高斯Copula贝叶斯模型的盾构下穿既有隧道施工风险的分析[J]. 工业建筑, 2023, 53(11): 55-64. doi: 10.13204/j.gyjzG22103112
WU Zhongtan. Risk Analysis of Construction with Tunnel Boring Machines Passing Under Existing Tunnels Based on Gaussian Copula Bayesian Network Model[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 55-64. doi: 10.13204/j.gyjzG22103112
Citation: WU Zhongtan. Risk Analysis of Construction with Tunnel Boring Machines Passing Under Existing Tunnels Based on Gaussian Copula Bayesian Network Model[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 55-64. doi: 10.13204/j.gyjzG22103112

基于高斯Copula贝叶斯模型的盾构下穿既有隧道施工风险的分析

doi: 10.13204/j.gyjzG22103112
详细信息
    作者简介:

    吴忠坦,男,1983年出生,工程师。电子信箱:870852150@qq.com。

Risk Analysis of Construction with Tunnel Boring Machines Passing Under Existing Tunnels Based on Gaussian Copula Bayesian Network Model

  • 摘要: 为对盾构下穿既有隧道施工工程安全风险进行分析和管控,提出一种基于高斯Copula贝叶斯(GCBN)模型的盾构下穿既有隧道施工风险分析方法。基于故障树建立了一套包括12个因素的施工安全风险指标体系,将贝叶斯网络的动态推理诊断与Copula理论的依赖性表达相结合,在不确定和不完全信息下构建盾构下穿既有隧道施工风险分析的GCBN模型。以武汉轨道交通12号线下穿既有7号线工程为例,利用高斯Copula识别各因素边际分布类型,计算各因素间相关系数并连接网络中结点。通过模型推理进行定性和定量分析,识别盾构下穿施工安全风险状态,分析各致险因素对风险结果的影响。最后,对敏感性高的因素采取措施进行防控。通过防控前、后模型计算结果对比,实现盾构下穿施工过程实时动态安全预警管控。实践表明:GCBN模型预测结果与专家评价结果吻合,验证了所构建GCBN风险分析模型的可靠性。
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  • 收稿日期:  2022-10-31

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