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http://dx.doi.org/10.9711/KTAJ.2018.20.2.361

A proposal of simple evaluation on the seismic performance of tunnel lining  

Ahn, Jae-Kwang (Earthquake and Volcano Research Division, Korea Meteorological Administration)
Byun, Yoseph (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology)
Lee, Gyuphil (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology)
Lee, Seongwon (Geotechnical Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology)
Publication Information
Journal of Korean Tunnelling and Underground Space Association / v.20, no.2, 2018 , pp. 361-374 More about this Journal
Abstract
The country has built and is operating IT-based integrated management system for efficient management of national highway tunnels used publicly these days. Since this system doesn't include the management function on earthquakes, it is impossible to promptly respond to earthquakes and to select the sections requiring seismic reinforcement. Tunnels designed and constructed after 1999 have been subjected to seismic design for an earthquake with a return period 1000 years. Therefore, it is necessary to evaluate the stability of structures in case of earthquakes more than this. Since it takes a lot of time to perform the stability evaluation on various earthquake magnitudes, a method that can easily evaluate earthquakes is needed. In this paper, the empirical simplification method that can easily evaluate the earthquake was proposed. For this, the study calculated ground displacement by conducting one-dimensional ground response analysis, and examined the safety of tunnels in the event of occurrence of an earthquake using two means of response displacement method (analytics and numerical analysis).
Keywords
Tunnel; Earthquake; Empirical simplification method; Response displacement method;
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Times Cited By KSCI : 2  (Citation Analysis)
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