دورية أكاديمية

Life Assessment of Railway Tunnel Lining Structure Based on Reliability Theory

التفاصيل البيبلوغرافية
العنوان: Life Assessment of Railway Tunnel Lining Structure Based on Reliability Theory
المؤلفون: Jing-chun Wang, Da-peng Wang, Wei-hong Hou, Xing Niu
المصدر: Tehnički Vjesnik, Vol 29, Iss 6, Pp 1975-1982 (2022)
بيانات النشر: Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek, 2022.
سنة النشر: 2022
المجموعة: LCC:Engineering (General). Civil engineering (General)
مصطلحات موضوعية: bearing capacity, durability, service life, tunnel engineering, time-varying reliability, Engineering (General). Civil engineering (General), TA1-2040
الوصف: The reliability of the tunnel lining during its service life has significance for tunnel safety management. To capture the performance of the lining under the effect of deterioration factors, the time-varying reliability theory was applied to predict the service life of the lining. The failure process of the lining structure under an erosion environment was analyzed. The limit state equations of the lining structure were established based on the durability criterion and the bearing capacity criterion, respectively. The time-varying reliability of the tunnel was calculated using the Monte-Carlo method with an engineering example, and the service life of the tunnel under different criteria was predicted based on the target reliability. The results show that the predicted service life of the tunnel is 77.5 years under the durability criterion and 95 years under the bearing capacity criterion, assuming that the tunnel structure is in an erosive environment at the beginning of construction and that no protective measures are taken under the most unfavourable conditions. The durability meets the structural applicability, and the bearing capacity meets the structural safety, which is in line with the actual needs of the project. The study results can provide a basis and reference for the future durability design, life prediction, and maintenance management of similar service tunnels.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 1330-3651
1848-6339
Relation: https://hrcak.srce.hr/file/412463; https://doaj.org/toc/1330-3651; https://doaj.org/toc/1848-6339
DOI: 10.17559/TV-20221014070502
URL الوصول: https://doaj.org/article/de89bcd79db8436c875b8897eb9d36b0
رقم الأكسشن: edsdoj.89bcd79db8436c875b8897eb9d36b0
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:13303651
18486339
DOI:10.17559/TV-20221014070502