摘要
根据可靠性理论的基本原则和方法,按现行隧道设计规范所采用的"荷载—结构"模式,对单线铁路隧道聚丙稀纤维网湿喷混凝土隧道衬砌结构进行了可靠度分析,用实例验证了方法的可行性。
Based on the basic principle and method of reliability theory, by means of the action-reaction model used in the present tunnel design specifications, the reliability of wet shotcreting polypropylene fiber net lining of single-track railway tunnel is analyzed and the method is verified with an engineering example.
出处
《石家庄铁道学院学报》
2004年第2期11-13,共3页
Journal of Shijiazhuang Railway Institute
