Seismic response characteristics according to the supporting conditions of middle slab of double-deck undersea tunnel using the centrifuge testing

Ki-Yoon   Um; Inn-Joon Park; Chang-Won  Kwak; Dong-In  Jang

doi:10.9711/KTAJ.2018.20.2.347

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2018 Vol.20, Issue 2 Preview Page Next Page

Seismic response characteristics according to the supporting conditions of middle slab of double-deck undersea tunnel using the centrifuge testing 원심모형 실험을 이용한 해저 복층터널 중간슬래브 지지조건에 따른 지진 응답특성

31 March 2018. pp. 347-360

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Abstract

Due to the concentration and congestion of traffic in Seoul metropolitan area, effective utilization of underground space is required, and construction of various underground structures such as a double deck tunnel is increasing. Double deck tunnels are divided into upper and lower runways, and the most important part is middle slab. To investigate seismic behavior of middle slab, experimental study is required because of the complexity of the load and the mechanism of earthquake. In this study, centrifugal model tests were conducted to investigate the response characteristics of earthquake response according to the support conditions of the middle slab of a double deck tunnel. Artificial, Ofunato (short period) and Hachinohe (long period) seismic waves were employed in the experimental study. As a result, it was confirmed that the acceleration attenuation of elastomeric bearings condition was 10.6% in artificial earthquake, 13.6% in Ofunato earthquake, and 10.3% in Hachinohe earthquake. The results indicate that elastomeric bearings have some advantages in the viewpoint of seismic behaviors.

Keywords

Double deck tunnel

Middle slab

Elastomeric bearings

Centrifugal model test

서울 및 수도권의 교통 집중과 정체로 인하여 지하 공간 활용성이 필요함에 따라 여러 지하 구조물의 건설이 증가하고 있 다. 그 중 대표적인 구조물로 복층터널이 있다. 복층터널은 상, 하부 차도를 구분하여 운영하고 있고, 그 가운데 중간슬래 브가 있다. 중간슬래브는 차량의 하중 및 지진하중에 의하여 동적거동을 보이게 되는데, 특히 지진의 의한 응답특성은 하 중의 크기 및 작용 메커니즘이 매우 복잡하고 이론적 접근이 어려워 실험적 연구가 필요하다. 본 연구에서는 복층터널의 중간슬래브의 지지조건에 따른 지진 시 응답특성을 파악하기 위해 원심모형시험을 수행하였다. 중간슬래브의 양쪽 지지 조건을 양단 강결, 탄성 받침의 2가지 경우로 나누어서 인공지진파 및 Ofunato (단주기)지진파, Hachinohe (장주기)지 진파 3가지의 지진파를 적용하여 시험을 수행하였다. 그 결과, 양단 강결 조건에 비해 탄성 받침 조건의 가속도 응답이 인 공지진파에서 최대 10.6%, 단주기 지진파에서 최대 13.6%, 장주기 지진파에서 최대 10.3% 감쇠됨을 확인하였다.

키워드

복층터널

중간슬래브

탄성받침

원심모형시험

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Information

Publisher :Korean Tunneling and Underground Space Association
Publisher(Ko) :한국터널지하공간학회
Journal Title :Journal of Korean Tunnelling and Underground Space Association
Journal Title(Ko) :한국터널지하공간학회 논문집
Volume : 20
No :2
Pages :347-360
Received Date : 2018-01-22
Revised Date : 2018-02-12
Accepted Date : 2018-02-23
DOI :https://doi.org/10.9711/KTAJ.2018.20.2.347

Journal of Korean Tunnelling and Underground Space Association ISSN:2233-8292(Print) 2287-4747(Online) 한국터널지하공간학회 논문집

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