Fig. 1. Korea transportation institute national transportation DB center statistics
Fig. 2. Underground road of France M30
Fig. 4. Underground road of Madrid M86 line in Spain
Fig. 3. Underground road of Sinjuku line in Japan
Fig. 5. SMART tunnel in Malaysia
Fig. 6. Underground toad of Seattle line in America
Fig. 8. Seoul metropolitan underground road plan
Fig. 9. Plan of underground road tunnel in Busan city
Fig. 7. Istanbul strait road tunnel in Turkey
Fig. 10. Drawing of cross section of double-deck tunnel planned NATM
Fig. 11. Drawing of cross section of double-deck tunnel planned shield
Fig. 12. Concept of stereoscopic traffic sign
Fig. 13. Shape of stereoscopic traffic sign
Fig. 15. Application example of stereoscopic sign marking of road design (Japan)
Fig. 16. Application example of stereoscopic sign marking on road and expressway (South Republic Korea)
Fig. 18. Arithmetic calculation for stereoscopic traffic sign design
Fig. 20. Drawing of cross section in road tunnel (Case 1)
Fig. 19. Vertical traffic signs design (Case 1)
Fig. 22. Floor plan applicated stereoscopic traffic sign(Case 1)
Fig. 21. Stereoscopic traffic sign design (Case 1)
Fig. 23. Longitudinal tunnel section applicated stereoscopic traffic sign (Case 1)
Fig. 25. Drawing of cross section in road tunnel (Case 2)
Fig. 24. Vertical traffic signs design (Case 2)
Fig. 27. Floor plan applicated stereoscopic traffic sign (Case 2)
Fig. 26. Stereoscopic traffic sign design (Case 2)
Fig. 28. Longitudinal tunnel section applicated stereoscopic traffic sign
Fig. 30. Drawing of cross section in road tunnel (Case 3)
Fig. 29. Vertical traffic signs design (Case 3)
Fig. 32. Drawing of cross section in road tunnel (Case 4)
Fig. 31. Vertical traffic signs design (Case 4)
Fig. 33. Design conditions for stereoscopic traffic sign
Fig. 34. Stereoscopic traffic sign design (Case 3: height: 0.4 m, distance: 20 m)
Fig. 35. Stereoscopic traffic sign design (Case 3: height: 0.0 m, distance: 40 m)
Fig. 36. Production height of three-dimensional traffic sign by visual distance and projecting height (Case 3)
Fig. 37. Production height of three-dimensional traffic sign by visual distance and projecting height (Case 4)
Fig. 38. Vertical traffic signs design (Case 5)
Fig. 40. Drawing of cross section in road tunnel (Case 5)
Fig. 41. Floor plan applicated stereoscopic traffic sign (Case 5)
Fig. 39. Stereoscopic traffic sign design (Case 5)
Fig. 42. Vertical traffic signs design (Case 6)
Fig. 44. Stereoscopic traffic sign design (Case 7)
Fig. 43. Vertical traffic signs for stereoscopic traffic sign(Case 7)
Fig. 45. Vertical traffic signs design (Case 8)
Fig. 46. Stereoscopic traffic sign design (Case 8)
Fig. 47. Simulation video of vertical traffic sign by distance (Case 6)
Fig. 48. Simulation video of vertical traffic sign by distance (Case 7)
Fig. 49. Simulation video of vertical traffic sign by distance (Case 8)
Fig. 14. Shape of stereoscopic traffic sign from a distance
Fig. 17. Stereoscopic traffic sign design process
References
- Korea Institute of Construction Technology (2015), "Design guideline for underpass design", pp. 37.
- Korea Institute of Construction Technology (2012), "Undersea tunnel technical planning report", Ministry of Land, Transport & Maritime Affairs.
- Ministry of Land Transportation (2004), "Road tunnel disaster prevention facility installation guidelines", Korea.