최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.26 no.1, 2024년, pp.79 - 89
문준식 (경북대학교 토목공학과)
Excessive inflow of groundwater during tunnel excavation not only affects the stability and constructability of the tunnel, but is also one of the main causes of ground settlement due to groundwater level drawdown. The most commonly applied measure against excessive groundwater inflow during tunnel ...
Chang, M., Mao, T.W., Huang, R.C. (2016), "A study on the improvements of geotechnical properties of?in-situ soils by grouting", Geomechanics and Engineering, Vol. 10, No. 4, pp. 527-546.
Fernandez, G., Moon, J. (2010), "Excavation-induced hydraulic conductivity reduction around a tunnel -?Part 1: Guideline for estimate of ground water inflow rate", Tunnelling and Underground Space Technology, Vol. 25, No. 5, pp. 560-566.
Goodman, R.E., Moye, D.G., Van Schalkwyk, A., Javandel, I. (1965), "Groundwater inflows during?tunnel driving", Engineering Geology, Vol. 2, No. 1, pp. 39-56.
Harr, M.E. (1962), Groundwater and Seepage, Chapter 10, McGraw-Hill, New York, USA, pp. 249-264.
Japanese Geotechnical Society (2012), Shield method.
Joo, E.J., Kim, Y.K., Shin, J.H., Kwon, O.Y. (2010), "Numerical study for the optimum grouting design?of subsea tunnels", Journal of Korean Tunnelling and Underground Space Association, Vol. 12, No. 5, pp.?349-358.
Kim, D., Park, K. (2017), "Evaluation of the grouting in the sandy ground using bio injection material",?Geomechanics and Engineering, Vol. 12, No. 5, pp. 739-752.
Kim, J.W., Hong, E.S., Cho, G.C. (2016), "Assessment of elastic-wave propagation characteristics in?grouting-improved rock mass around subsea tunnels", Journal of Korean Tunnelling and Underground?Space Association, Vol. 18, No. 2, pp. 235-244.
Liu, J., Chen, W., Yuan, J., Li, C., Zhang, Q., Li, X. (2018), "Groundwater control and curtain grouting?for tunnel construction in completely weathered granite", Bulletin of Engineering Geology and the Environment, Vol. 77, No. 2, pp. 515-531.
MIDAS IT (2013), Verification Manual SoilWorks.
Tsuji, M., Kobayashi, S., Mikake, S., Sato, T., Matsui, H. (2017), "Post-grouting experiences for reducing?groundwater inflow at 500 m depth of the Mizunami Underground Research Laboratory, Japan", Procedia?Engineering, Vol. 191, pp. 543-550.
You, K.H. (2011), "Analysis on the effect of strength improvement and water barrier by tunnel grouting?reinforcement", Journal of Korean Tunnelling and Underground Space Association, Vol. 13, No. 4, pp.?291-304.
Zheng, G., Zhang, X., Diao, Y., Lei, H. (2016), "Experimental study on the performance of compensation?grouting in structured soil", Geomechanics and Engineering, Vol. 10, No. 3, pp. 335-355.?
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.