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(사)한국터널지하공간학회

The review about ultra long subsea tunnel design under high water pressure

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2017, v.19 no.6, pp.829-843
https://doi.org/10.9711/KTAJ.2017.19.6.829






Abstract

Subsea tunnel needs to be built over 50 km long to connect between nations and continents. However there are only 19 tunnels longer than 5 km until recently. And there is no history of constructing and operating tunnel longer than 50 km. In Korea, subsea tunnels with a length of more than 50 km are being planned, such as Korea~ Japan, Korea~China, Honam~Jeju subsea tunnels. Because of the geographical conditions of Korea, most of these tunnels are inter-contry tunnels. So technology preemption for the subsea tunnel construction is getting more and more important. Most of these subsea tunnels are ultra-long tunnels under high water pressure conditions. So new technologies are required such as ventilation and disaster prevention of high-speed tunnels, securing of structural stability under high pressure conditions, and pressure reduction in high-speed conditions. These technologies are different from those of ground tunnels. Therefore, this paper describes the ultra-long subsea tunnel design under high water pressure of maximum 16 bars through the Honam (land) - Jeju (island) virtual subsea project. We proposed a reasonable solution to various problems such as securing structural stability in high pressure condition and ventilation disaster prevention system of ultra long-tunnel.

keywords
Subsea tunnel, Ultra long tunnel, High water pressure, 해저 터널, 초장대 터널, 고수압

Reference

1.

1. Jo, H.J., Chun, K.M., Kim, J.W., Lee, J.K. (2015), “A study on the characteristics for temporary ventilation of long subsea tunnels - focused on the current situation and improvement”, Journal of Korean Tunnelling and Underground Space Association, Vol.17, No. 2, pp.153-166.

2.

2. Kim, K.L., Hong, E.J., Jun, D.C., Moon, Y.O., Kim, S.H., Cho, H.J. (2015), “A study on the optimum cross section design for single track double bored tunnels in high speed railway”, ITA WTC 2015congress and 41st General Assembly, Croatia, pp. 166-167.

3.

3. Kim, S.H., Moon, Y.O., Kim, K.L., Cho, H.M, Kim, J.W., Lee, S.W. (2012), “A study on the determination of railway tunnel cross-section areas on the basis of aerodynamic considerations”, The 38st ITA-AITES World Tunnel Congress 2012, Thailand, pp. 681-682.

4.

4. Lee, Y.J., Kim, K.L., Jeong, K.W., Hong, E.J., Kim, S.H., Jun, D.C. (2015), “A study on the design of shield tunnel lining in high water pressure condition”, Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 3, pp. 227-236.

5.

5. Ministry of Land, Infrastructure and Transport (2013). Design Criteria for Railroad (Road bed), Korea.

6.

6. Swiss Society of Engineers and Architects (1998). SIA 196: Ventilation in underground, Swiss.

7.

7. UIC (2005). Determination of railway tunnel cross-sectional areas on the basis of aerodynamic considerations, UIC leaflet 779-11, Edition No.2.

8.

8. Yoo, J.O., Kim, J.S., Rie, D.H., Shin, H.J. (2015), “The study on interval calculation of cross passage in undersea tunnel by quantitative risk assesment method”, Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 3, pp. 249-256.

9.

9. Yooshin Engineering Corporation (2011). “Honam-Jeju undersea high speed railway”, Tunnel and Underground Space in Korea 2011, pp. 136-139.

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