1 |
Cheong, H.M. (2013), "Degree of damage risk by freeze and thaw of concrete structures in Korea", Proceeding of the Korea Concrete Institute, Vol. 25, No. 1, pp. 89-90.
|
2 |
Federal Highway Administration & Federal Transit Administration (2004), Highway and Rail Transit tunnel maintenance and rehabilitation manual, pp 4-1-4-19.
|
3 |
Federal Highway Administration (2015), Tunnel Operations maintenance inspection Evaluation (TOMIE) manual, pp 3-1-3-20.
|
4 |
http://www.weather.go.kr/weather/climate/past_cal.jsp?stn=221&yy=2018&mm=1&obs=1&x=21&y=8
|
5 |
Hwang, Y.C. (2013), "Maintenance characteristics of geotechnical structures in cold region for freeze damage analysis", Journal of the Korean Geo-Environmental Society, Vol. 14, No. 3, pp. 35-40.
|
6 |
Koh, K.T. (2001). "Design and preventive measures for frost resistance of concrete", Magazine of the Korea Concrete Institute, Vol. 13, No. 6, pp. 44-51.
DOI
|
7 |
Kim, D.G., Yim, M.J. (2017a), "Development and performance verification of induced drainage method for leakage treatment in existing underground structures", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 3, pp. 533-549.
DOI
|
8 |
Kim, D.G., Yim, M.J. (2017b), "Improvement of existing drainage system for leakage treatment in exiting underground structures", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 4, pp. 669-683.
DOI
|
9 |
Kim, D.G., Yim, M.J. (2017c), "Effect of freezing and thawing on the drainage system for leakage treatment", Journal of Korean Tunnelling and Underground Space Association, Vol. 19, No. 6, pp. 1059-1075.
DOI
|