首页|基于改进DBN的大断面矩形顶管穿越铁路风险评估

基于改进DBN的大断面矩形顶管穿越铁路风险评估

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为了评估大断面矩形顶管隧道下穿铁路风险,采用解释结构模型法建立大断面矩形顶管下穿铁路风险评估体系,构建改进动态贝叶斯网络(DBN)风险预测模型,采用模糊集理论、专家评估法等得到大断面矩形顶管穿越铁路风险值.研究结果表明:改进的DBN模型可实现大断面矩形顶管穿越铁路工程的工前风险评估、风险控制预案提前布置、现场施工风险动态评估和反馈;改进DBN模型的风险预测与专家预测结果一致;有限元-动态贝叶斯网络(FEM-DBN)模型的预测风险值较现场监测-动态贝叶斯网络(OSM-DBN)模型稍大,可为穿越工程提供更多安全储备.研究结果可为大断面顶管穿越铁路施工风险控制提供参考.
Risk assessment of large-section rectangular pipe jacking project crossing railway based on improved DBN
To assess the risk of large-section rectangular pipe jacking tunnel under-crossing railway,a risk assessment system for the large-section rectangular pipe jacking project under-crossing railway was established by using the interpretive structural modeling approach.An improved dynamic Bayesian network(DBN)risk prediction model was developed,and the risk values of large-section rectangular pipe jacking project under-crossing railway were obtained by the fuzzy set theory and expert as-sessment method.The results show that the improved DBN model can achieve the advanced risk assessment,early deployment of risk control plans,dynamic assessment,and feedback of on-site construction risk for the large-section rectangular pipe jack-ing project under-crossing railway.The risk prediction results of the improved DBN model are consistent with the expert pre-diction results.The predicted risk values of finite element-DBN(FEM-DBN)model are slightly higher than those of on site monitoring-DBN(OSM-DBN)model,which can provide more safety reserves for crossing projects.The research re-sults can provide reference for risk control in the construction of large-section pipe jacking crossing railways.

tunnel projectrisk assessmentcrossing projectnumerical simulationon site monitoring

麻建飞、凌小康、杜文选、贺少辉、崔光耀

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北京交通大学土木建筑工程学院,北京 100044

中水珠江规划勘测设计有限公司,广东广州 510610

北方工业大学土木工程学院,北京 100144

隧道工程 风险评估 穿越工程 数值模拟 现场监测

国家自然科学基金

52178378

2024

中国安全生产科学技术
中国安全生产科学研究院

中国安全生产科学技术

CSTPCD北大核心
影响因子:1.119
ISSN:1673-193X
年,卷(期):2024.20(4)
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