Dynamic Interaction between Railway Tunnels at Multi-Leveled Tunnel Intersection

Society for Mining, Metallurgy & Exploration
Ho-Jong Kim Kang-Hyun Kim Jong-Ho Shin Hoon-Ki Moon
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
8
File Size:
799 KB
Publication Date:
Jan 1, 2016

Abstract

"In urban areas, it is often required to construct additional railway tunnels beneath existing railway tunnels. In this case, dynamic interaction between tunnels at the intersection becomes an important issue, as it amplifies structural behavior causing damage to structures and inconvenience to passengers. In this study, vibration superposition effect at the intersection between existing and newly constructed tunnels is investigated by the numerical method. Dynamic interaction mechanism is firstly examined using simple sine wave load, and then a typical analysis for actual multi-leveled tunnel intersection is performed. The results show that the dynamic amplification due to dynamic interaction of tunnels is 149% at the crown of lower tunnel. This indicates that the vibration superposition effect must be considered when the planning and design of a new tunnel beneath the existing tunnel. 1. INTRODUCTION In these days, there are increasing cases that trains cross without transfer stations in metropolitan areas. Consequently, either tunnel is necessarily to be neighboring or crossing, thus tunnel sections closely located are created as shown in Figure 1. If a new tunnel is constructed beneath the existing tunnel, the vibration due to trains passing through each tunnel can mutually affect. The behavior of coupled vibrations may occur and exceed the allowable structural limit, and cause inconvenience to passengers. Theoretically, when vibration waves are propagated from a source to different locations, amplification or decrease of the vibrations can occur by the principle of wave superposition and interference. Multi-leveled tunnel intersection is one of the cases mentioned above. In the actual tunnel, it is difficult to investigate the vibration superposition effect due to a complex ground conditions and structural geometries. In addition, train vibration itself is multi-source vibration, which cannot be theatrically analyzed. Thus, at the tunnel intersection, train vibration from two tunnels make the problem more complicated."
Citation

APA: Ho-Jong Kim Kang-Hyun Kim Jong-Ho Shin Hoon-Ki Moon  (2016)  Dynamic Interaction between Railway Tunnels at Multi-Leveled Tunnel Intersection

MLA: Ho-Jong Kim Kang-Hyun Kim Jong-Ho Shin Hoon-Ki Moon Dynamic Interaction between Railway Tunnels at Multi-Leveled Tunnel Intersection. Society for Mining, Metallurgy & Exploration, 2016.

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