Abstract
Due to the concentration of population in the city center, the aboveground structures are saturated, and the development of underground structures becomes important. In addition, it is necessary to apply the reinforcement construction method for the pillar part of the adjacent tunnel that can secure stability, economy, and workability to the site. In this study, the tunnel pillar reinforcement method using prestress and grouting was reviewed. There are various reinforcement methods that can compensate for the problems of the side tunnel, but as the tunnel pillar construction method using prestress and grouting is judged to be excellent in field applicability, stability, and economic feasibility, it is necessary to review the theoretical and numerical analysis of the actual behavior mechanism. Therefore, a scaled-down model experiment was conducted. The reduced model experiment was divided into PC stranded wire + steel pipe reinforcement grouting + prestress (Case 1), PC strand + steel pipe reinforcement grouting (Case 2), and no reinforcement (Case 3), and the displacement of the pillar and the earth pressure applied to the wall were measured. Through experiments, it was confirmed that the PC stranded wire + steel pipe reinforcement grouting + prestress method is the most excellent reinforcement method among various construction methods. It was judged that it could be derived.
본 연구에서는 프리스트레스와 그라우팅을 이용한 터널 필라부 보강공법에 대해 검토하였다. 병설터널의 문제점을 보완할 수 있는 보강법들은 다양하지만 프리스트레스와 그라우팅을 이용한 터널 필라부 공법이 현장적용성, 안정성, 경제성에서 우수하다고 판단됨에 따라 실질적인 거동 메커니즘의 이론적 검토 및 수치해석적 검토가 필요하기 때문에 축소모형 실험을 진행하였다. 축소모형 실험은 PC강연선 + 강관보강 그라우팅 + 프리스트레스(Case 1), PC강연선 + 강관보강 그라우팅(Case 2), 무보강(Case 3)으로 나누어 필라부의 변위와 벽체에 가해지는 토압을 측정하였다. 실험을 통하여 여러 공법 중 PC강연선 + 강관보강 그라우팅 + 프리스트레스 공법은 가장 우수한 보강공법임을 확인하였고 추후 현장실험을 통해 이를 검증하고 보완해 나간다면 현재 적용되는 보강공법보다 변위 제어 및 부재력 측면에서 우수한 결과를 도출해 낼 수 있을 것이라 판단되었다.