Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
Abstract: Currently, one of the challenging tasks for Chinese engineering community is to construct a water-way crossing of Qiongzhou Strait in the south of China. This project has also gained significant attention from researchers in academia. The study presented herein is centered on providing a feasible solution for ac-complishing the above mentioned task. Initially, different alternatives as the best location, judged on the basis of the environmental constraints, are studied. Then the comparison between various structural solutions such as suspension bridge, submarine tunnel and SFT is presented. Among these solutions, SFT appears to be a very suitable alternative for Qiongzhou Strait waterway crossing due to distinctive advantages, like shorter distance, lower cost, less impact on environment and navigation, etc. Based on the appropriate conception for cross sections, support systems, materials, joints and connection schemes, a numerical model is developed by means of the FEM software ANSYS/Fluent. It is then analyzed under the influence of different environmental loading conditions, varying the wave heights and lengths, current velocities and water depths, which are typical in Qiongzhou Strait. The numerical results reveal that the proposed SFT solution performs safely even under extreme weather conditions.
Czasopismo
Rocznik
Tom
Strony
4--11
Opis fizyczny
Bibliogr. 10 poz., rys., tab.
Twórcy
autor
- Chongqing Vocational Institute of Engineering, Chongqing, China
- College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China
autor
- College of Civil Engineering, Chongqing Jiaotong University, Chongqing, China
autor
- Chonging Vocational College of Public Transportation, Chongqing, China
Bibliografia
- 1. Tan Z., Wang M., Yang X. 2001. Construction technology of undersea tunnel and the feasibility of Qiongzhou strait tunnel. Journal of Jiaozuo Institute of Technology (Natural Science), 20(4):286–291.
- 2. Mai J., Guan B. 2003. A feasibility study on Qiongzhou Strait Submerged Floating Tunnel. Journal of Railway Engineering Society, 80 (4): 93–96.
- 3. Li B., Yang J., Xiong J. 2009. Feasibility study on rope bridge style of submerged floating tunnel in Qiongzhou Strait. China Water Transport, 9(10): 253–255.
- 4. Wu S., Chen X., Li Q., Cao G. 2016. Research on Type Selection of Submerged Floating Tunnel of Qiongzhou Strait. Procedia Engineering, 166: 307–316.
- 5. Yan H., Yang G., Yu J. 2015. The Lectotype Study on the Submerged Floating Tunnel. Construction Technology, 44(7): 113–116.
- 6. Mazzolani F. M., Landolfo R., Faggiano B., Esposto M., Perotti F., Barbella G. 2008. Structural analyses of Submerged Floating Tunnel prototype in Qiandao Lake (PR of China). Advances in Structural Engineering, 11(4): 923–938.
- 7. Panduro J. 2013. Submerged Floating Tunnel: a solution proposal for the problems of communication and development of the Baja California peninsula in the northwest of Mexico. Master Degree Thesis in Civil Engineering, National Autonomous University of Mexico, Mexico.
- 8. Martire G. 2010. The development of Submerged Floating Tunnels as an innovative solution for waterway crossings, PhD Thesis in Construction Engineering, University of Naples “Federico II”, Tutors: Prof. F.M. Mazzolani, B. Faggiano, Italy.
- 9. Xiang Y., Chen Z., Yang Y. 2017. Research development of method and simulation for analyzing dynamic response of submerged floating tunnel. China Journal of Highway and Transport, 30(1): 69–76.
- 10. Zhang Z., Hu J., Liu H., Xu G. 2013. Study of the Maximum Longitudinal Gradient of Underwater Highway Tunnels. Modern Tunneling Technology, 50(4): 8–14.
Uwagi
Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-74bcb92f-4a73-45d2-842e-72049ea6eda0