دورية أكاديمية

Deformation monitoring at shield tunnel joints: Laboratory test and discrete element simulation

التفاصيل البيبلوغرافية
العنوان: Deformation monitoring at shield tunnel joints: Laboratory test and discrete element simulation
المؤلفون: Mao, Maoyi, Yang, Xiaowei, Liu, Chun, Zhao, Tao, Liu, Hui
المساهمون: National Natural Science Foundation of China, State Key Laboratory for GeoMechanics and Deep Underground Engineering
المصدر: Deep Underground Science and Engineering ; ISSN 2097-0668 2770-1328
بيانات النشر: Wiley
سنة النشر: 2024
المجموعة: Wiley Online Library (Open Access Articles via Crossref)
الوصف: Shield tunnel, composed of several segments, is widely used in urban underground engineering. When the tunnel is under load, relative displacement occurs between adjacent segments. In the past, distributed optical fiber sensing technology was used to perform strain monitoring, but there is an urgent need to determine how to transform strain into displacement. In this study, optical frequency domain reflectometry was applied in laboratory tests. Aiming at the shear process and center settlement process of shield tunnel segments, two kinds of quantitative calculation methods were put forward to carry out a quantitative analysis. Meanwhile, the laboratory test process was simulated numerically utilizing the discrete element numerical analysis method. Optical fiber, an atypical geotechnical material, was innovatively applied for discrete element modeling and numerical simulation. The results show that the measured displacement of the dial gauge, the calculated results of the numerical model, and the displacement quantitatively calculated from the optical fiber data agree with each other in general. The latter two methods can potentially be utilized in engineering application of deformation monitoring at shield tunnel joints, but need to be further calibrated and adjusted in detail.
نوع الوثيقة: article in journal/newspaper
اللغة: English
DOI: 10.1002/dug2.12092
الإتاحة: https://doi.org/10.1002/dug2.12092Test
حقوق: http://creativecommons.org/licenses/by/4.0Test/
رقم الانضمام: edsbas.D1A41C36
قاعدة البيانات: BASE