Structural Engineering and Mechanics
Volume 73, Number 4, 2020, pages 367-379
DOI: 10.12989/sem.2020.73.4.367
Ground-born vibration at multileveled train tunnel crossing
Hoon-Ki Moon, Kang-Hyun Kim, Ho-Jong Kim and Jong-Ho Shin
Abstract
In recent railway projects where the railway connects between cities, newly planned tunnels are often located close
to, or beneath an existing tunnel. Many claims and petitions have voiced public concern about the vibration and noise resulting
from the situation. Vibrations and noises are engineering issues as well as environmental problems, and have become more
important as people have become more concerned with their the quality of life. However, it is unlikely that the effects of
vibration in situations where trains simultaneously pass a multileveled tunnel crossing have been appropriately considered in the
phase of planning and design. This study investigates the superposition characteristic of ground-born vibrations from a
multileveled tunnel crossing. The results from model tests and numerical analysis show that the ground-born vibration can be
amplified by a maximum of about 30% compared to that resulting from the existing single tunnel. Numerical parametric study
has also shown that the vibration amplification effect increases as the ground stiffness, the tunnel depth, and the distance
between tunnels decrease.
Key Words
train-induced vibration; tunnel crossing; vibration superposition; model test; numerical analysis
Address
Hoon-Ki Moon: Dasan consultants, Songi-ro 30-gil, Songpa-gu, Seoul 05800, Republic of Korea
ang-Hyun Kim and Jong-Ho Shin: Department of Civil Engineering, Konkuk University, 120 Neungdong-ro, Gwangjin-gu, Seoul 05029, Republic of Korea
Ho-Jong Kim: Disaster Prevention Research Division, National Disaster Management Research Institute, Ulsan, Republic of Korea