Liu Ping, Jin Xueqiang, Shang Yongtao, Zhu Jiaolan
School of Civil Engineering, Lanzhou University of Technology, Lanzhou, China.
School of Management Science & Real Estate, Chongqing University, Chongqing, China.
PLoS One. 2025 May 7;20(5):e0321382. doi: 10.1371/journal.pone.0321382. eCollection 2025.
The collapse accidents under cut and cover method in metro station construction occurred frequently, leading to severe casualties and property damage. With increasing of metro station construction in China, more and more attention has been paid to collapse under cut and cover method. However, this subject is still not well studied and understood in China. To fill the research gap, this paper investigates collapse risk in the cut and cover method construction process using a multi-state fuzzy Bayesian network. Firstly, based on accident statistical analysis, 9 intermediate factors and 16 bottom factors of collapse were identified, and then a multi-state Fuzzy Bayesian network model was established based on these causative factors. Secondly, triangular fuzzy functions were utilized to fuzzily the data of nodes, and conditional probabilities were used to represent the uncertainty relationship between nodes. Additionally, an expert credibility-based survey method was employed to ensure the accuracy of node failure probability assessment. The method was applied to predict the risk of a case project using cut and cover method, and the results demonstrated that the probabilities of no-failure, moderate-failure, and severe-failure were 71%, 19%, and 10%, respectively. Sensitivity analyses of multi-states were performed to identify the key causal factors for moderate and severe collapse. The method can be used to predict the risk probability and key causal factors for collapse accidents. The result can provide decision support for cut and cover method construction, which could contribute to reducing the occurrence of collapse.
地铁车站盖挖法施工过程中的坍塌事故频发,导致严重的人员伤亡和财产损失。随着我国地铁车站建设的增多,盖挖法施工中的坍塌问题越来越受到关注。然而,我国在这方面的研究和认识仍显不足。为填补这一研究空白,本文采用多状态模糊贝叶斯网络对盖挖法施工过程中的坍塌风险进行研究。首先,通过事故统计分析,识别出9个中间因素和16个坍塌的底层因素,然后基于这些致因因素建立了多状态模糊贝叶斯网络模型。其次,利用三角模糊函数对节点数据进行模糊化处理,并用条件概率表示节点之间的不确定性关系。此外,采用基于专家可信度的调查方法确保节点失效概率评估的准确性。将该方法应用于某盖挖法工程案例的风险预测,结果表明无失效、中度失效和严重失效的概率分别为71%、19%和10%。进行了多状态敏感性分析,以确定中度和严重坍塌的关键致因因素。该方法可用于预测坍塌事故的风险概率和关键致因因素。研究结果可为盖挖法施工提供决策支持,有助于减少坍塌事故的发生。