融合SNA和N-K的地下洞室施工进度风险耦合分析OA
Coupling analysis of construction schedule risk of underground caverns integrating SNA and N-K
为有效控制地下洞室施工进度,降低多风险因素耦合对进度的影响,提出了一种融合社会网络分析(SNA)与 N-K 的风险耦合分析方法.首先,根据工作-风险分解(WBS-RBS)分析法识别风险因素,构建风险因素集;其次,运用 SNA 构建风险关联网络模型,明晰风险因素间的相互作用机理,揭示其潜在的耦合关系,分析各节点的重要性;然后,结合风险耦合机制,引入 N-K 模型构建地下洞室施工进度风险耦合模型,量化不同耦合关系下的耦合强度,求解不同耦合类型下的耦合值,并利用耦合值修正 SNA 中各节点的重要性;最终,构建融合SNA 和 N-K 的风险因素耦合评估模型.以乌东德水电站泄洪洞施工为例展开实证分析,结果表明:参与耦合的风险因素越多,耦合值越大,风险事件越容易发生;13 个二级风险因素中,不良地质条件、恶劣天气、变更设计和施工互相干扰是导致泄洪洞施工进度延误的关键风险因素,这与工程现场实际情况一致.
To effectively control the construction progress of underground caverns and address the impact of multi-risk factor coupling on the construction schedule,this paper proposes a risk coupling analysis method integrating Social Network Analysis(SNA)and the N-K model.Firstly,risk factors are identified and a risk factor set is constructed using the Work Breakdown Structure-Risk Breakdown Structure(WBS-RBS)analysis method.Secondly,SNA is applied to build a risk association net-work model,clarifying the interaction mechanism between risk factors,revealing their potential coupling relationships,and analy-zing the importance of each node.Thirdly,based on the risk coupling mechanism,the N-K model is introduced to construct a risk coupling model for underground cavern construction progress,which quantifies the coupling strength under different coupling rela-tionships,calculates the coupling values for different coupling types,and uses these values to revise the node importance in the SNA.Finally,a risk factor coupling evaluation model integrating SNA and the N-K model is established.A case analysis is con-ducted taking the spillway tunnel construction of the Wudongde Hydropower Station as an example.The results show that the more risk factors involved in coupling,the larger the coupling value,and the more likely risk events are to occur.Among the 13 second-ary risk factors,adverse geological conditions,severe weather,design modification,and mutual interference in construction are the key risk factors leading to schedule delays in spillway tunnel construction,which is consistent with the actual situation at the con-struction site.
黄建文;黎雅君;王兴霞;王宇峰;张建军;覃新友
三峡大学 水电工程施工与管理湖北省重点实验室,湖北 宜昌 443002||三峡大学 水利与环境学院,湖北 宜昌 443002三峡大学 水电工程施工与管理湖北省重点实验室,湖北 宜昌 443002||三峡大学 水利与环境学院,湖北 宜昌 443002三峡大学 水电工程施工与管理湖北省重点实验室,湖北 宜昌 443002||三峡大学 水利与环境学院,湖北 宜昌 443002三峡大学 水电工程施工与管理湖北省重点实验室,湖北 宜昌 443002||三峡大学 水利与环境学院,湖北 宜昌 443002中国葛洲坝集团 第一工程有限公司,湖北 宜昌 443000中国葛洲坝集团 第一工程有限公司,湖北 宜昌 443000
建筑与水利
地下洞室施工进度风险耦合社会网络分析(SNA)N-K模型乌东德水电站
construction progress of underground cavernsrisk couplingSocial Network Analysis(SNA)N-K modelWu-dongde Hydropower Station
《人民长江》 2026 (6)
197-204,251,9
国家自然科学基金项目(5209069,51879147)湖北省水电工程施工与管理重点实验室开放基金项目(2024KSD18)
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