Not direct tunnel. Tunnel like technology.
Field-Scale Experiment on Deformation Characteristics and Bearing Capacity of Tunnel-Type Anchorage of Suspension Bridge
by Zhijin Shen 1,2, Jianhong Jia 2, Nan Jiang 3,*, Bin Zhu 3 and Wenchang Sun 3
1 School of Earth Sciences and Engineering, Hohai University, Nanjing 211100, China
2 Changjiang Survey, Planning, Design and Research Co., Ltd., Wuhan 430010, China
3 Faculty of Engineering, China University of Geosciences (Wuhan), Wuhan 430074, China
* Author to whom correspondence should be addressed.
Academic Editors: Martina Inmaculada Álvarez Fernández and María Belén Prendes-Gero
Energies 2022, 15(13), 4772; https://doi.org/10.3390/en15134772
Received: 19 May 2022 / Revised: 23 June 2022 / Accepted: 24 June 2022 / Published: 29 June 2022
cover tunnel photo by: Matt Brown from London, England / CC BY
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https://www.mdpi.com/1996-1073/15/13/4772
Field-Scale Experiment on Deformation Characteristics and Bearing Capacity of Tunnel-Type Anchorage of Suspension Bridge
www.mdpi.comThe suspension pipe bridge has become the main span type due to its large span, light structure, and other characteristics, playing an important role in the construction of the oil and gas backbone network and energy layout. Tunnel-type anchorage...