首页|柳梧铁路太平隧道不良地质围岩的安全风险分析与评估

柳梧铁路太平隧道不良地质围岩的安全风险分析与评估

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柳梧铁路太平隧道位于复杂地质环境中,施工过程中面临着岩溶、顺层、断层破碎带、软黏土和膨胀土等不良地质条件挑战.为确保施工安全,研究采用定性与定量相结合的风险评估方法,对隧道围岩安全风险进行了系统分析.通过层次分析法(AHP)构建风险评估模型,确定了各地质因素的相对重要性,并计算了其综合风险权重.结果表明,岩溶、顺层滑移和断层破碎带是主要高风险因素,需在施工过程中采取超前预报、加强支护设计和实时监测等综合措施.研究提出的风险控制建议为类似地质条件下隧道工程安全管理提供了科学依据,并有助于提高隧道施工安全性和可靠性.
Safety Risk Analysis and Assessment of Bad Geological Surrounding Rock in Taiping Tunnel of Liuwu Railway
Taiping Tunnel of Liuwu Railway is located in a complex geological environment.It is faced with the challenges of Karst,bedding,fault fracture zone,soft clay and expansive soil.In order to ensure the construction safety,the risk assessment method of combining qualitative and quantitative analysis is used to analyze the safety risk of tunnel surrounding rock.Through the analytic hierarchy process(AHP)to build a risk assessment model to determine the relative importance of geological factors,and calculate their comprehensive risk weights.The results show that Karst,bedding slip and fault fracture zone are the main high risk factors,and comprehensive measures such as advance prediction,strengthening support design and real-time monitoring should be taken during construction.The risk control suggestions provided a scientific basis for the safety management of tunnel engineering under similar geological conditions,and helped to improve the safety and reliability of tunnel construction.

railway tunnelbad geologyrisk assessmentanalytic hierarchy processconstruction safety

潘少龙、黄龙、韩哲、章旭

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中铁四局集团第五工程有限公司,江西 九江 332005

铁路隧道 不良地质 风险评估 层次分析法 施工安全

2024

交通节能与环保
人民交通出版社股份有限公司,交通运输部公路科学研究院

交通节能与环保

影响因子:0.286
ISSN:1673-6478
年,卷(期):2024.20(z2)