바로가기메뉴

본문 바로가기 주메뉴 바로가기

(사)한국터널지하공간학회

ISSN : 2233-8292

Article Contents

Prev Next
e-Submission

Vol.18 No.1
Citation Share

A study on the establishment of pressure limit values of management monitoring in tunnel

(사)한국터널지하공간학회 / (사)한국터널지하공간학회, (P)2233-8292; (E)2287-4747
2016, v.18 no.1, pp.53-60
https://doi.org/10.9711/KTAJ.2016.18.1.053

(2016). A study on the establishment of pressure limit values of management monitoring in tunnel. (사)한국터널지하공간학회, 18(1), 53-60, https://doi.org/10.9711/KTAJ.2016.18.1.053
  • Downloaded
  • Viewed
PDF Download

Abstract

This study analyzed a monitoring data, based on the initial limit values of monitoring in subway, of earth pressure and pore water pressure. The data is obtained from 8 sections of the Seoul metropolitan subway line No 6, 7 and 9 in about 5 years. Also, a research is performed to set up the limit values of management monitoring, which will be applied to management monitoring in tunnel, through comparing the limit values of overseas management monitoring data and that of domestic management monitoring data. And the result obtained from comparison show that the safety phase is 60% of allowable pressure, the attention phase is 80% of allowable pressure and the precision analysis phase is 100% of allowable pressure. Also, we presented a method of management monitoring by the absolute value which can be easily applied easily in practical affairs.

keywords
Management monitoring in tunnel, Pressure limit values, Earth pressure, Pore water pressure, 터널 유지관리계측, 압력 관리기준치, 토압, 간극수압

Reference

1.

1. Eurotunnel, Transmanche-Link. (1991), “Monitoring of tunnel lining second annual report”, Gage technique limited.

2.

2. Lee, D.H., Han, I.Y., Kim, G.S., Jin, S.W. (2000), “Case studies on applications of convergence measurement system at the stages of tunnel construction and maintenance”, Journal of Korean Tunnelling and Underground Space Association, Vol. 2, No. 3, pp. 59-69.

3.

3. Lee, S., Woo, J.T. (2003), “Design and construction of retaining earth structure”, Yeamoonsa, pp. 292-295.

4.

4. Maeda, K., Obata, T. (1992), “The measurement of the behavior at the undersea portion of the seikan tunnel”, Journal of Japanese Tunnelling Association, Vol. 2, pp. 143-148.

5.

5. Moore, D.R., Crease, A. (1996), “Tunnel instrumentation, engineering geology of the channel tunnel”, pp. 287-294.

6.

6. Richard Bassett (2012), “A guide to field instrumentation in geotechnics, principles, installation and reading”, Spon Press, pp. 210-212.

7.

7. Seoul Metropolitan Subway Construction Headquarters, (2002), “Maintenance monitoring report of Seoul metropolitan subway”, pp. 31-62.

8.

8. Woo, J.T., Lee, R.C. (2008a), “Construction monitoring engineering”, Goomi Publishing Co., pp. 760-763.

9.

9. Woo, J.T., Lee, R.C. (2008b), “Construction monitoring engineering”, Goomi Publishing Co., pp. 763-765.

10.

10. Woo, J.T. (2009), “A study on comparison of a ground water influx quantity in Seoul subway tunnel”, Journal of Korean Tunnelling and Underground Space Association, Vol. 11, No. 4, pp. 353-359.

11.

11. Woo, J.T., Lee, K.I. (2012), “A study on establishment of measurement and analysis frequency of maintenance monitoring in tunnel”, Journal of Korean Tunnelling and Underground Space Association, Vol. 14, No. 2, pp. 117-129.

12.

12. Woo, J.T. (2013), “A study on estimation of the total loss and damage ratio of maintenance monitoring sensor of subway tunnel”, Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 1, pp. 25-31.

13.

13. Woo, J.T. (2014), “A study on the estimation of the optimal number of monitoring points in single-track tunnel lining with the inverse analysis program”, Journal of Korean Tunnelling and Underground Space Association, Vol. 16, No.1, pp. 1-11.

14.

14. Woo, J.T. (2015), “A study on establishment of stress limit values of management monitoring in tunnel”, Journal of Korean Tunnelling and Underground Space Association, Vol. 17, No. 1, pp. 25-32.

(사)한국터널지하공간학회

e-Submission OA Policy