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基于N-K/SNA模型的地铁站深层基础坑建设中的多种风险因素的合分析
Jinyan Huang1, Jun Fang2, Peiwen Guo3
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, 430070, China. hjy2022@whut.edu.cn.
Scientific reports
|May 7, 2025
概括
分析地铁站深层基础坑施工中的安全风险,发现多种相互影响的因素导致事故. 缺乏安全意识,技能不足和投资不足是提高安全管理的关键风险.
科学领域:
- 土木工程 土木工程是指土木工程.
- 建筑安全管理 建筑安全管理
- 风险分析 风险分析
背景情况:
- 地铁站的深层基础坑施工存在复杂的安全挑战,原因是众多风险因素的相互作用.
- 了解这些风险的合机制对于预防事故和确保工人安全至关重要.
研究的目的:
- 在地铁站深层基础坑建设中科学探索安全风险的相互作用和合机制.
- 通过系统分析,识别导致安全事故的关键风险因素.
- 为改善安全管理和控制策略提供理论基础.
主要方法:
- 利用N-K模型来评估风险因素的合效应.
- 雇员社会网络分析 (SNA) 模型用于风险网络的中心性和可访问性分析.
- 建立了基于30年来197个地铁站基础坑事故数据的风险因子系统.
主要成果:
- 确定了一个风险因素系统,其中有5个主要和36个次要风险因素.
- 确定多种风险因素的结合显著增加了安全隐患.
- 强调人员安全意识低,专业技能不足和安全投资不足是关键的风险因素.
结论:
- 在地铁站深层基础坑的施工阶段,必须避免多重风险合.
- 针对人员意识,技能和投资的有针对性的干预措施对于减轻关键风险至关重要.
- 这些发现为加强地铁建设项目的安全协议提供了宝贵的见解.
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