Abstract
In congested urban areas, constructions of tunnel structures have became necessary due to a lack of surface space. The excavation of any tunnel generated the ground disturbances of surrounding ground and displacements is major concern. Therefore, a study of tunnel stability is necessary. In this study, the authors have investigated the stability and failure pattern of tunnel through the model tunnel test. In this study, the close range photogrammetry was used to measure the ground deformation. The measured data was converted to displacement vectors and contours. And then it compared to FE analysis and empirical formula. In addition, this study presented the comparison between steel pipe reinforced model tunnel and unreinforced model tunnel. The ground deformation for both the steel pipe reinforced model tunnel and the unreinforced model tunnel was analysed.
| Translated title of the contribution | Analysis of ground behavior for model tunnel excavation with pipe roof reinforcement using close range photogrammetric technique |
|---|---|
| Original language | Korean |
| Pages (from-to) | 387-402 |
| Number of pages | 16 |
| Journal | 한국터널지하공간학회 논문집 |
| Volume | 16 |
| Issue number | 4 |
| DOIs | |
| State | Published - Jul 2014 |