دورية أكاديمية

Additional stress in soil embankments subjected to a new prestressed reinforcement device

التفاصيل البيبلوغرافية
العنوان: Additional stress in soil embankments subjected to a new prestressed reinforcement device
المؤلفون: Qishu Zhang, Wuming Leng, Fang Xu, Qi Yang, Xi Ai
المصدر: Journal of Civil Engineering and Management, Vol 25, Iss 7 (2019)
بيانات النشر: Vilnius Gediminas Technical University, 2019.
سنة النشر: 2019
المجموعة: LCC:Building construction
مصطلحات موضوعية: prestressed embankment, lateral pressure plate, theoretical solution, additional stress, diffusion characteristic, plate spacing, Building construction, TH1-9745
الوصف: Theoretical solutions were derived to calculate the additional stress/prestress in a newly-developed prestressed embankment (PE), and the diffusion characteristics of the prestress in a PE with a lateral pressure plate (LPP) having width of 0.9 m were clarified using the theoretical solutions and a 3D finite element analysis. The results show that (1) the application of the theoretical solutions requires the net spacing between the LPP and the embankment shoulder is greater than the LPP width; (2) the maximum prestress appears in the upper part of the loading area of a LPP, and the maximum and minimum prestresses present an order of magnitude difference at the shallow depth, but the difference attenuates and the prestress gradually tends to be uniform with increasing depth; (3) the prestress propagates to the core zones that mainly bear the train loads with certain peak stress diffusion angles, and the values for the analyzed case are 50° and 58° in the external regions of the LPP along the slope and longitudinal directions, respectively; and (4) a continuous, effective and relatively uniform prestressing protective layer with a prestress coefficient greater than 0.1 can be formed above the core zones when the LPP spacing is properly designed.
نوع الوثيقة: article
وصف الملف: electronic resource
اللغة: English
تدمد: 1392-3730
1822-3605
Relation: https://bme.vgtu.lt/index.php/JCEM/article/view/10532; https://doaj.org/toc/1392-3730; https://doaj.org/toc/1822-3605
DOI: 10.3846/jcem.2019.10532
URL الوصول: https://doaj.org/article/c654104f6ad44b57846e6c0c632958b7
رقم الأكسشن: edsdoj.654104f6ad44b57846e6c0c632958b7
قاعدة البيانات: Directory of Open Access Journals
الوصف
تدمد:13923730
18223605
DOI:10.3846/jcem.2019.10532